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RC17-541
74n 74dd1tion a#d ?\e#ovaf1o# fo the F\esideime of: L yis Q�d GQrrie 325 Northeast 104th Street Miami Shores Village, flotIdd ARG1-4 17-EC7-URAL G-1 Cover Sheet G-2 Typical Notes C-1 Site Plan A-1 As -Built Plan A-2 Demolition Plan A-3 Floor Plan A-4 Roof Layout A-5 Existing Elevation A-6 Front Elevations A-7 Proposed Elevations A-8 Door, Nindow/ Finish Schedules A-9 Typical Section STRUCTURAL 5-1 Foundation Plan 5-2 Roof Framing Plan 5-3 Sections and Details 5-4 Typical Details and Notes e c� t U r e MCInal'0eMent D e s 2 n 8450 sw 201 street miami, florida 33189 754.264.4773 A I A NGAR15 I"IEG1-IANIGAL, ELEGTRIGAL AND F'LUI`'IBING M-1 Mechanical Plan E-1 Electrical Plan E-2 Electrical Riser, and Schedule P-1 Plumbing Plan MP-1 Notes, and Details SPICIA11t'S��TQR REQUIRED E1�UIRE R tNIS PERlNIT 'aC _ � � -F�tl t PERMIT# MIAMI SHORES VILLAGE BUILDING DEPARTMENT APPROVED BY DATE ZONING j STRUCTURAL ELECTRICAL Rai i PLUMBING MECHANICAL 1,24 BUILDING J i V17 SUBJECT TO COMPLIANCE WITH ALL FEDERAL, STATE AND COUNTY RULES AND REGULATIONS I `149 D&4u.(Vj - o• a • • e V. eseae• •• s auu• • • e es•e•• a • •e OF r 0111"T J. Lq W ;j% AR 92824 1.1001d) G-1 e General Spec 1 Ficc+tions Note: It shall be the responsibility of the general Contractor to verify with the Architect, in writing, any omissions or discrepancies arising from the information contained within these specifications and drawings. 1. The General Conditions of the Contract for Construction, standard form of the American Institute of Architects, Form A-201(latest edition), shall become a part of these specifications and shall govern the administration of the contract. 2. Lumber: (A) Refer to Structural Notes for structural lumber specs. (B) All concealed non-structural lumber shallbe construction grade f=1000 psi, Pine, Fir, or Hemlock. (C) All exposed lumber shallbe "1 clear. (D) All painted interior wood trim shallbe paint grade. All stained interior wood trim shallbe stain grade. (E) All wood in direct contact with masonry or exposed to the weather shallbe Cedar or pressure treated pine. 3. Provide the following insulation where applicable (or as shown on drawings): w/ flame spread index of not more than 25 and smoke level index not more than 450 (A) Ceiling: 6" closed cell spray polyurethane foam (R-30 min) (B) Walls: Masonry: 3/4" rigid board (R-4.2 min) (C) Frame: 3 1/2 " rigid board Polyiso (R-19) 4. All Caulking shallbe "Trade -Mate" Silicone Sealant by Dow Corning color to match background of application, or equal. 5. General Contractor shall protect work of other trades so that prefinished surfaces, or surfaces to be finished at a later date are not marred. 6. Contractor shall furnish Owner with all necessary operating instructions and guarantees 7. Contractor shallsubmit shop drawing of cabinets, windows, stairs, closet system, exterior doors, floor and roof systems, reinforcing and structural steel, interior and exterior railing system to Architect for approval of design. 9. Cabinets: (design as selected by Owner, Contractor shall provide for Allowance in their bid) (A) Bathroom cabinet boxes to have "hardwood" veneer on solid plywood on interior and exterior exposed surfaces. Doors and drawers shall be constructed of solid hardwood boards. All interiors shelving to be "mica" covered on plywood. Upper cabinets to have two "mica" covered, adjustable shelves. Lower cabinets to have one "mica" covered fixed shelf. Unless otherwise noted, all hinges shall be concealed and slides and guides shall be "KV". Pulls and hinges to be selected by Owner. Tops and full back splash shall be Granite stone or as selected by Owner. (B) Cabinet boxes where sinks are installed shall have P.T. wood bottom surface 10. Painting: (Benjamin Moore and Cabot's Stain or approved equal) Number of coats indicated shall be minimums. Provide sufficient number of coots to cover in all instances. (A) Interior: (a) Painted woodwork: one coat undercoat, two coats satin finish enamel. (b) Painted Walls: two coats Regal Wall Satin, (c) Stained woodwork: one coat Cabot's Ranch House Hues. (B) Exterior (a) Painted woodwork: one coat undercoat, two coats semi -gloss enamel. (b) Stucco: two coats Mooretone. (c) Stained woodwork: (1) Fascia: two coats Cabot's Ranch House Hues. (2) Siding: one coat Cabot's Ranch House Hues. (C) Structural Steel: (a) One coat rust inhibiting primer. (1) If exposed add two coats rust inhibiting enamel. 11. All exposed bolts and manufactured connection plates and angles shall be galvanized. 12. All exterior doors inclusive of glass sliding doors shall be models approved by Dade County Products Control, fobricated and installed as per approved product approval notice. Aluminum frames shall be white electrostatically painted. Sliding screen doors shall be fabricated from the some extrusions as glass sliding doors and to operate on their own individual track. Submit shop drawings to Architect for approval. Verify type and style of olldoors and window with Owner prior to ordering. 13. Windows shall be aluminum frame models approved by Dade County Products Control. Size and design as shown on drawings, installed per approved product approval notice. Frames shall be white electrostatically painted. Screens shall be charcoal grey fiberglass. Glass and glazing shall be Solar grey tinted unless otherwise noted. 14, Allowance: All allowances are for materials only, and for items not specified on plans, without installation and based on Contractor's cost with no overhead or profit. Labor, installation, profit and overhead shall be deemed to already be included in the base bid. See Contractor's contract for amounts of these items. 15. General note: In the absence of exact specifications or allowances on any particular item, equipment, material, finishes, or workmanship the following shall govern (A) Manufactured equipment: At the mid point between highest quality or cost and average quality or cost. (B) Finished surface; of the highest quality. (C) Covered construction (not visible): average quality (typical in the industry) materials and good workmanship. (D) Visible construction of the highest quality, craftsmanship, and materials. (E) Or (to take precedence over the above) in the same quality as is consistent with similar specifications or similar and related items as to be consistent with the established quality of Architectural and/or Engineering design and nature of the project. (F) All specified items shallbe installed as per manufacturer's specifications and recommendations. Upon being awarded the bid the Contractor shall supply the Architect and Building Inspector with a copy of the manufacturer's specifications and recommendations on allspecified items. Interpretation is as determined by the Architect whose decision shallbe final and unappealable and must be obtained in writing by a form supplied and typed by the Contractor and signed by the Architect. Bidders may call to obtain copies of any clarifications or decisions signed by the Architect, however it shall be their responsibility to request such item and not the Architect's responsibility to notify bidders. (G) All work shall be in compliance with the South Florida Building Code, latest edition, and all other applicable codes. 16. Note: Drawings contain other applicable specifications. Information is not limited to one plan. These specifications shallbe followed unless more stringent specifications are noted on the drawings. Should a conflict occur in these drawings and specifications the Contractor shallbe deemed to have estimated on the more expensive material or method of completing the work unless he/she shall hove asked for and obtained a decision from Architect in writing before submission of bid proposals as to which method or material will be required. Bur-glcar Intrusion N®tCs 1. All locks on exterior doors shall be capable of resisting a force of 300 lbs. applied in any movable direction 2. All single exterior swing doors shall have a lock shall be key operated from the exterior with a minimum of 6000 possible key changes or locking combinations. If key -in -the -knob lock is used, there shallbe an auxiliary single dead bolt with hardened bolt or insert. 3. The active leaf of pairs of exterior swing doors shallhave same locks as required for exterior swing doors. The inactive leaf of these pair of doors shall have multiple point locks with 5/8 " minimum throw bolts with inserts. 4. Sliding glass doors shallbe provided with sliding door dead bolt or pin not removable or operable from the exterior at the jamb, sill, head or meeting mullions. These doors shallbe reinforced in the strike and lock area to maintain bolt strength and effectiveness, if necessary, and such doors shall have no screws removable from outside which would facilitate ready entry from the outside. 5. Overhead doors shallbe provided with multiple point locks or be locked at more than one point with hardened bolts with inserts engaging at least two pposite points at a minimum of 5/8 ". Other locking devices shall not be required where such doors are controlled and locked by electric power. 6. Hinges on exterior out swing doors shall have non -exposed screws and non -removable pins. 7. Jambs of all exterior offset type in -swing doors shallbe robbetted or of similar fabrication to prevent defeating the purpose of the strike and the integrity of locks and latches. 8. Single swing exterior doors, if wood. shallbe of solid core not less than 1 3/8 inch thick. 9. Glass in exterior doors shall comply with American National Standards Institute Z97.1. 10. Vision panels in exterior doors, other than glazing within 40" of the inside locking activating device of locks and swinging glass doors, shall comply with American National Standards Institute Z97.1. 11. Sliding glass doors and windows shall be installed and constructed so that no panel can be lifted from its tracks when in the locked position and so as to comply with the Architectural Aluminum Manufacturers Association Standards for forced entry resistance, AAMA 1303.3. 12. Vents in overhead garage type doors shallbe installed not closer than 40" from the inside lock activating device 13. Single swing exterior and swing doors connecting living areas with garage areas shallbe secured with a latch and a single dead bolt with 1" minimum throws or a combination of dead latch and dead bolt sets with latch throw a minimum of 1/2 " and bolts having a 1" minimum throw. Doors shall be min. 13/8 " thick solid core wood. 14. Front main entrance doors shall be provided with scope or vision panels. Sa-F0.-ty IVotc 1.- Every bathroom & closet door shallbe designed to allow opening from the outside during an emergency when locked 2.- Every closet latch shallbe such that children can open the door from inside the closet. Scat fn NC)tes 1- Stone tile floor and base. 2- Stone Tile walls to ceiling @ tub and shower, extend tile 4" beyond edge 3- Stone window stools & thresholds 4- M.R. drywall w/ smooth finish walls & ceiling 5- Provide Duro-rock tile baker board @ tub & shower areas. special NotC SCGGr1dGr,/ I"iommarns ®f egress egress window shallbe not less than 20" wide and 24" high and 5.7 sq. ft. in area (clear opening), and no more than 44" a.f.f. 1. Plans part of this set are complementary. Information is not limited to one plan. Drawings and specifications are instruments of service and shollremain the property of the Architect, whether the project for which they are made is executed or not. They are not to be used by the Owner on other projects or extension to this project except by agreement in writing and with appropriate compensation to the Architect. These plans were prepared to be submitted to governmental building authorities for review for compliance with applicable codes and it is the sole responsibility of the Owner and/or Contractor to build according to applicable building codes. 2. If Contractor or Sub -contractor find it necessary to deviate from original approved plans, then it is the Contractor's and the Sub -contractor's responsibility to provide the Architect with 4 copies of the proposed changes for his approval before proceeding with the work. In addition the Contractor and Sub-controctors shallbe responsible for procuring oll necessary approvals from the building authorities for the proposed changes before proceeding with the work. The Contractor and Sub -contractors shallbe responsible for procuring allnecessary inspections and approvals from building authorities during the execution of the work. 3. In every event, these Construction Documents and Specifications shallbe interpreted to be a guide of acceptable means of construction. The Contractor, Sub -contractor, and/or Supplier/Manufacturer must provide a complete and correct job. These documents are meant as a guide and all items reasonably inferred shall be deemed to be included. 4. These contract documents and specifications shall not be construed to create a contractual relationship of any kind between the Architect and the Contractor. COLIC GOn-npl iQncC All work shall comply as follows: 2014 Florida Building Code - Residential 2014 Florida Building Code - Existing Buildings 2014 Florida Building Code - Mechanical 2014 Florida Building Code - Plumbing 2011 National Electric Code - NFPA 70 2014 Florida Fire Prevention Code 2014 Florida Building Code - Fuel Gas 2014 Florida Building Cade - Energy Conservation BUILDING REVIEVV APPROVED �------,DATE General Note: Any errors, ambiguities, and omissions in drawings and specifications shallbe reported to the architect for corrections before any part of the work is started. Unless expressly stipulated, no additional allowance will be made in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely manner. Do NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shollverify alldimensions and conditions. In the event of a conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project are the property of this Architect and are protected under the Copyright Protection Act. z_/E.T4RM robert j lara A?,c,h i fiF.G1 N r5 M a n 6f3 e m e n t D e s Ill 8450 sw 201 street cutler bay, florida 3318� 754.264,4773 r lara@bellsouth.ne-t An Addition and Renovation to the Residence of: Luis and Carrie Reynoso 325 Northeast 104 Street Miami Shores, Florida Folio No: 11 2136 013 0100 CID tom, ®eERT J. jq k AR 92824 obeit Jerry L ra registration no, AR92824 State of Florida RED NO. DATE DESCRIPTION A 07.23.1 E Client Review B 05.15.16 Site Plan Review C 10.22.16 Client Review 0 02.18.17 Issued for Permit THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY, THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS AND PERMITS ARE ATTAINED. 5� MAvvo< G-2 a� V SIDE VIEW Typical mite Notes 1. Contractor and Sub -contractors shall verify all utility service connection locations prior to submitting bid and proceeding with work. Verify all dimensions and notes before proceeding with work. 2. In order to avoid any conflicts, Contractor shall coordinate all his practical trades. F l oar! L_m<2mr 6 1=t-c>QP^am For Compliance with Dade County Special Flood Hazard Area - Outside Special Flood Hazard Area Residential New Construction Repairs, reconstruction and interior repairs or combination (Do to DAMAGE from any source). MUST ATTACH cost of construction list, owner affidavit and an elevation survey showing existing lowest floor, lowest grade, highest crown of road elevation X Remodeling, addition, alteration interior renovations or combination (MUST ATTACH cost of construction list, owner affidavit and an elevation survey showing existing lowest floor, lowest grade, highest crown of road elevation) Resicl4ftr,tiat Process •: Folio •: 112136 013 0100 Lot: Lot 16 and West 1/2 of Lot 17, Block 117, of "Miami Shores Section 5" subdivision, according to the plat thereof as recorded in Plat Book 10 at Page 47 of the public records of Miami -Dade County, Florida Address : 325 NE 104th Street Highest Crown/Rood Elv.: 10.87' Highest crown of road elevation above was taken From a certified Moreiso Ramirez, PLS survey prepared by : FL Reg *2779 ELEVATION LOWEST FLOOR GARAGE STORAGE ADJACENT GRADE EXISTING 12.10' 9.85' 9.60' [PROPOSED, 12.10' S1=F�TIC SIZING GALL EXISTING RESIDENCE Under Air = 1,158.19 sq It EXISTING + ADDITION Under Air = 2,030.16 sq Proposed + Existing Number of Bedrooms = 3 Estimated Sewage Flow = 300 gallons per day Septic Tank Capacity per table 2 = 900 gallons required Existing Septic Tank Size = 900 gallons provided Max Sewage Load Rate to Bed Absorption Surface= 0.80 gallons per sq It per day Drdinfield Bed Size Required = 375 sq It Existing Drdinfield Size = 375 sq It _Steel Post 8' MAX. spaced 8'-0" o.c. 6x6 *10/10 woven wire fabric Silt Fence geotextile ?` fabric 32' width min installed to second wire from top p i" min cover over extend wire 6" into IIII trench and anchor FRONT VIEW II NOTES: 1. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. 2. FOR CONDITIONS WHERE PRACTICE APPLIES; PLANNING CONSIDERATIONS ( HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE FENCE) AND DESIGN CRITERIA. Silt Fence / Tree ureteciien coordinate upgrade of existing power service line with power company new 48" high wood gate w/ child resistant lock and auto closure existing 48" high CMU wall to remain ZGrn i r1cj L�Gg2Cr1 single fan -lily residential Existing Building Area ................ .......- 1,381.32 sq. ft. Proposed Addition ................. --- _.... .......... 871.97 sq. ft. Proposed Covered Entry ......... ---... ----- - 49.33 sq. ft. Total Building Footprint- ----- -------- ---------- ----------2,302.62 sq. ft. 24.93 / Total Impervious Area (walks, drives, decks) ------------- 2,348.61 sq. ft. 25.42 / Total Landscape Open Space Area 4,586.08 sq. ft. 49.65 / Net Land Area ..................................................... 9,237.31 sq. ft. 100.00 / KNOW WHATS BELOW ALWAYS CALL 811 BEFORE YOU DIG Ws fast It's free. Irs the law. Alley silt fence existing 6 ft high - - - roperty Line �s.00' - - - refer to detail - - wood fence to remain - in - P _--- 10'-17/8 ' P-almT-10 -ta__-, be removed ' o r i . existing water meter i o locate in field ra a o to O O R o Ills remain O I 154 3/8 1 to Poo 0 0 os� Existing palm to be removed TYP Palms to - — o o " II ! P00� be removed 31'-10 3/4 " Existing palm clusters Proposed to pool to be removed TYP li under separate permit I .i existing water line l; re-routed and replaced PVC screen fence —� refer to sheet P-1 36 above raised pad — — — 7/8 I I17 new cocoplum shrubs spaced 24" ,1') in. I I I I! • and 36" in height at planting 10'4. top of equip pad :i I Location of NEW and relocated I I pool and mechanical equipment on raised cone stoop silt fence i I a refer to detail I jPropose i Pro ose Addlflon I I I future mech unitr �12.10' p oposed fin fir Flood z( ie X-500 i _ replaced mech unit I G) Deck I j II iIm I / t I7 N exillI — — — _ rx/ ti g chi ey i r i,l i r x it it ' !! existing 6 ft high wood fence and wood gate to remain 104 1/4 " ren oin O 1 / r�� POOL BARRIER c O I rework existing wood gate j J , j w/ child resistant lock e fisting steps to j and auto closure al o. to remain f --- o —r-@mGn — — — — -- o I a ! _ — — — — — — — — — _ to o o Existing palm clusters f I = a = rema� — I to remain Imo_ existing 900 gallon existing driveway tb o I a I I 1 septic tank to remain to Remain I reemain I j locate in field Existing 375 sq ft drainfield `— — ----- -------- I to remain and 563 sq ft existing public walkway I j of unobstructed area 0- -----•-- - --------•-•------------- - - —Eh 7S •p ' Property Line - --- �BJ_rlol�a FTorraa He .lth Miami -Dade Cou"Ity �E tTt�k'be ell Program v Appiicattani-Wdir}-- I- — - Date�— — S, atll r .__.._. crownlo�road- - - NE 104th Street - Site plan Scale: 1" = 10'-0" L_1=GAL DESCRIPTION Lot 16 and West 1/2 of Lot 17, Block 117, of ami Shores Section 5" subdivision, according to the plot thereof as recorded in Plat Book 10 at Page 47 of the public records of Miami -Dade County, Florida line of existing asphalt parking 10.87' -----------------. *crown of road BUILDING REVIEW APPROVED 0 51 10, 20 30 SEPTIC TANK/DRAINFIELID NOTE THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION. General Note: Any errors, ambiguities, and omissions in drawings and specifications shall be reported to the architect for corrections before any part of the work is started. Unless expressly stipulated, no additional allowance will be made in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely manner. DO NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shall verify all dimensions and conditions. In the event of a conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project are the property of this Architect and ore protected under the Copyright Protection Act. ,4/ET4�M robert i lara Arohiteotur5 Monet05ment D e s 1p9 n 8450 sw 201 street cutler bay, floricla 33139 754.264.4773 r lara@bellsouth.ne' �-'♦ � �►� 5�JL1n An Addition and Renovation to the Residence of: Luis and Carrie Reynoso 325 Northeast 104 Street Miami Shores, Florida Folio No: 11 2136 013 0100 C '�i�eRT f Jobilf Jerry Lafa registration no. AR92824 State of Florida REV NO. DATE DESCRIPTION 07,23.IE Client Review B 05.15.16 Site Plan Review G 10.22.16 Client Review 02.18.17 Issued for Permit THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY. THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS AND PERMITS ARE ATTAINED, S+I-��rMdHP� C-1 www.calisunshine.com BUILDING REVj W General Note: Any errors, ambiguities, and omissions in drawings and specifications shallbe reported to the architect for corrections before any port of the work is started. Unless expressly stipulated, no additional allowance will be made in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely monner. DO NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shollverify alldimensions and conditions. In the event of a conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project are the property of this Architect and are protected under the Copyright Protection Act. A-/ F IF 1 robert j lara Arc,hiteotur6 Mail ctyement D e s�9in ' 8450 sw 201 sheet cutler bay, florida 33139 754,264,4773 r lara@bellsouff not y An Addition and Renovation to the Residence of; Luis and Carrie Reynoso 325 Northeast 104 Street Miami Shores, Florida Folio No; 11 2136 013 0100 o�' FC O,Q r �OBERT J. A1 AR 92824 a !� R r J e r y L a r o registration no. AR92824 State of Florida WVII54o NO. DATE DESCRIPTION A 07.23.1 E Client Review B 05.15.16 51te Plon Review C 10.22.16 Client Review O 02.1B.17 Issued For Permit THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY, THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS AND PERMITS ARE ATTAINED. `-4� MW5BZ A-1 Scale: 1/4" = V-0" 0 21 41 V 121 existing A/C cond *1 to be removed and relocated and existing lines removed Special Note Contractor shall take special care during demolition process and provide proper protection for security and weather durinq construction down time Coordinate scheduling with homeowner pprior to removal of existing doors and provide temp. secure closure of opening where required Contractor shallbe responsible for Methods and coordination during demolition including proper shoring of structural elements amd protection of weather. Notify Architect immediately in the case of a discrepancy existing concrete steps to be removed to allow placement of entry foundation system, contractor shall always maintain open steps, stoop, safe access to the home BUILDING REVIEW APPROVED *DATER General Note: Any errors, ambiguities, and omissions in drawings and specifications shall be reported to the architect for corrections before any part of the work is started. Unless expressly stipulated, no additional allowance will be made in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely manner. DO NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shall verify all dimensions and conditions. In the event of a conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project are the property of this Architect and are protected under the Copyright Protection Act. •• robert j lara A r c h I t& G t U r e, M ci n a 0 e, m e, n t D06IPJA 8450 sw 201 street N cutler bay, flodda 3.1199 N 754.264,4773 ! r lara@bellsouth.npt- _ 0 An Addition and Renovation to the Residence of; Luis and Carrie Reynoso 325 Northeast 104 Street Miami Shores, Florida Folio No; 11 2136 013 0100 =F�lor�c�-RAN OF FZ����,ti r '3zeftT J. j * Rti 92824 l" (Cep® •�`���Cd Ro ei Jelly Lafo registration no, AR92824 State of Florida WV>sloNs NO. DATE DESCRIPTION A 07.23.1 E Client Review B 05.15.16 Site Plan Review C 10.22.16 Client Review 0 02.18.17 Issued for Permit THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY. THEY ARE NOT TO BE CONSTRUED AS - ONSTRUCTION DOCUMENTS UNTIL ALL BUILDING D ARTMENT APPROVALS AND PERMITS ARE ATTAINED. „�NaMN4� Demclitian plan Scale: 1/4" = 1'-0" 0 21 41 81 121 A-2 New Lower Deck vacuum outlet 54'-4" outlet 4'-10" 28'-011 211-6" 4'_0 A. planting area 21'NEW PVC -e 0 pool above raised stoop New Pool o main drain 41-711 811 category II temp 8I-8I, refer to engineered drawings by Others 0 new poolp mp and pool filter location on cone raised stoo shower are _ 0031 pool steps 32'-511 REQUIRED PLUMBING FIXTURE CLEARANCES NEW paver 12"' and 6" risers 1 The centerline of the toilet or bidet must be at least 15" to any side wall or other obstruction, and no closer than 30" o r between adjacent fixtures. There shallbe at1" toiwzi� nce in front of water closet, lavatory or bidet wture or door.s ases shallbe 4" off the wall and have 21"arrance. Double sinks should be separated by am of 4". A sink next to a toilet also needs 4"tioe, i a sink next to a tub needs only 2" of separation. mdimensions allowed for a shower is 30"x30" NEW paver walkwa on quches), and there should be a minimum of 24" compacted sand b d d ce at all shower entrances. _ 0 Re -Work existing awning sytem/frame to fit within new space over (E) Deck submit engineered shop drawings I _ _ _ _ _ _ o — _ _ _ _ _ _ _ = _ for review I provide approved exit I alarm at operable windows and doors leading to pool, to have a minimum sound pressure rating I of 85 dB A at 10 feet I (f) Deck - to be renovated .o I E I ° (E) to remain 0 / � I (E) rem % ( itche" to remain f1 G ar a (E) nin ' o re in ill rem I' III / I (E) to emain ip (E) to new poured cone columns for new covered entry re -construct existing steps refer to foundation plan [hower recess pool "I skimmer eW u 1'-211 cabinet 003E `rJ, — — — — -7-70-- ® Make up I I space I 6'-0 — — — 5'-o" I New Master Bedroom _ FO-01 o wood sill an t, trim TYP I windows 001C I provide a UL2017 approved exit alarm at windows I doors leading to ool that have a minimum sound — — pressure ratng o dBA— — — — — — at 10 feet 002A 001E �— — — NOTE closet) s stem and — furniture eFwner s specs II o UD4B1 II II 11 4" � 10 -0 " L-AA-___ 9'-OBI _ 1-411 2'-811 4" reces — Lay 1 WC shower — '-Q" 31-611 1 -10" rn 2'-1011 I (105 at _ - 00tiA 006 Linen 005 5Ar,, 004A % OOtiB nnen 8" 10'-8 3-q8 % 004� to b e - " 'I-2 I3 I - R-11bat o insula ' n o O' 004C. in I aro d a/c set - w J�EW AHU •o ` I / EXIS I AHU 1 / fr e and finish xistin � pening Iper 0 er's ecs,/ f wood case (E to remain to in m rem i ° 0 r' E to remain (N) Covered intro o to be renovated (E) to remain NEW A/C Cond *2 Relocated A/C d *i the backer over M T L or PT wood fromed tub deck with cement mastic on all joints refer to detai14/A 9 shower enclosure hall be — frameless temp s fety glass panels, category II safety glass NOTE: tile floor an tile w Its to ceiling It show r area n cement fiber tile b cker b and refer to detail5/A 9 3B cabinet and granit counte top at 36" off per Owr er's sp cs _ mirror per owner's specs NOTE coordinate ii stall locations of allbatli 11=2" accessories with Owner 001A 0--hatched wall denot s new 5/8", 20 gage metal vert stud par t syste n w/studs at 16" o.c. and 1/2" dryw II each ide -TYP \�3 1/8" thick fire etarden EPS Type II Quad-Lock'Insulat d cone ete forming wall panels installed per manufacturers strict instructions, / 6" poured in place reinforced concre core 001B 0 0 Fz w 0 ED E 4 0 instolllx8 p.t. backing between s at 34" and 84" al hatched wall denopt s new 5/8", 20 gage metal vert stud a t s ste w/studs at 16" o.c. and 1/2" dryw II each ide -TYP BUILD-) APPRn, DATE` Y1 i Y' GeneralNote: Any errors, ambiguities, and omissions in drawings and specifications shallbe reported to the architect for corrections before any part of the work is started. Unless expressly stipulated, no additional allowance will be made in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely manner. Do NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shall verify all dimensions and conditions. In the event of a conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project are the property of this Architect and are protected under the Copyright Protection Act. ~�T�T DFsc"3Z4f�'TI01� An Addition and Renovation to the Residence of: Luis and Carrie Reynoso 325 Northeast 104 Street Miami Shores, Florida Folio No: 11 2136 013 0100 o N c_ERT"CA"FlON o®,e.Rr J, 4.%, t AR 92824 11, Robert Jerry lava registration no, AR92824 State of Florida NO. DATE DESCRIPTION A 07,23.1 E Client Review B 05.15.16 Site Plan Review C 10.22.16 Client Review 0 02.18.17 Issued for Permit 165 88.1 Permit Comments THESE PLANS ARE FOR BUILDING, DEPARTMENT REVIEW ONLY, THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS AND PERMITS ARE ATTAINED. -9�+4_� WBER A-3 FI_ scale: 114" = I'-0" 0 2' 4' 8' 12' (E) to remain 1 Roof plan stole; 114' - 1'-0' 0 Al-71 171-Al lent EPS Type II increte forming le end installed t instructions, reinforced uct approved 3 0 uctions M ,h 'Id ie )earn General Note: Any errors, ambiguities, and omissions in drawings and specifications shall be reported to the architect for corrections before any part of the work is started. Unless expressly stipulated, no additional allowance will be made in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely manner. DO NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shallverify olldimensions and conditions. In the event of a conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project are the property of this Architect and are protected under the Copyright Protection Act. �i robert j lara A r c h I t e c t u r e M a n a g e m e n t Des111�0n 8450 sw 201 street ;,;;- cutler bay, florida 331 b4• • •• 754.264.4773 ••:••: r lara@bellsouth.neta;;• An Addition and Renovation to the Residence of: Luis and Carrie Reynoso 325 Northeast 104 Street Miami Shores, Florida Folio No: 11 2136 013 0100 .,p.. FL��io •i AR 92824 `CJ 1 o ei L ra registration no. AR92824 State of Florida .sass • ease•% ue• rev NO. DATE DESCRIPTION A 07.23.1 E Client Review B 05.15.16 51te Plan Review G 10.22.16 Client Review 0 02.18.17 Issued for Permit JT11EPLANS ARE FOR BUILDING DEPARTMENTREVIEW ONLYTHEY ARE NOT TOBE CONSTRUED ASONSTRUCTION DOCUMENTSUNTILALLBUILDING RTMENT APPROVALS AND PERMITS ARE ATTAINED. A-4 Uievatiaj scale: 114' = I'-0' jilt Uear HeVACH scale: 114' = I'-0' jilt welt Fievation 0 2' 4' 8' 12' 0 2' 4' 8' 12' BUILDING R— EV VV SAT Q General Note: Any errors, ambiguities, and omissions in drawings and specifications shell be reported to the architect for corrections before any part of the work is started. Unless expressly stipulated, no additional allowance will be made in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely manner. DO NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shall verify all dimensions and conditions. In the event of a conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project are the property of this Architect and are protected under the Copyright Protection Act. -AV ET:4R�m robert j lara A r G h I fG t N r P,- M ct n a� e m e n t Des � n 8450 sw 201 street cutler bay, florida 33189 754.264.4773 r lara@bellsouth,net An Addition and Renovation to the Residence of: Luis and Carrie Reynoso 325 Northeast 104 Street Miami Shores, Florida Folio No: 11 2136 013 0100 ypr��C)F FZ ,..,.„..... ®may ':.. Lx oovtT J. 14 °s t� fit AR QM4 Jr R b It I La leglstiofion no. AR92824 State of Florida R- NO. DATE DESCRIPTION A 07.2B.IE Client Review B OS. 15.16 Site Plan Review C 10.22.16 Client Review 0 02.18.17 Issued for Permit THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY. THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS AND PERMITS ARE ATTAINED. A-5 scale: 114' -- I'-0' 0 2' 4' 8' 12' a r scale: 114' -- 1'-0' 0 2' 4' 8' 12' Scale: 114' = I'-0' ulevaiion BUILDING R::LATOO V APPROVED f 61 KUI`I URAL REViEVV APPROVFt). nAT_ 0 2' 4' V 12' General Note; Any errors, ambiguities, and omissions in drawings and specifications sholibe reported to the architect for corrections before any part of the work is started. Unless expressly stipulated, no additional allowance will be made in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely manner. DO NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shall verify all dimensions and conditions. In the event of a conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project are the property of this Architect and are protected under the Copyright Protection Act. /F-F V,," robert j lara Arr,hitor,ture M1A,1a�cmenr D�s�gsl • 8450 sw 201 strdbY cutler bay, Wda 39`1.64' 754.264,4773••;••; ;•. r lara@bellsouth.htJ: • • move •• • ••• yi'•'t' ► CR:�M An Addition and Renovation to the Residence of: Luis and Carrie Reynoso 325 Northeast 104 Street Miami Shores, Florida Folio No: 11 2136 013 0100 'tOF FZ ...... ;Y f �OBgRT J. (q� AR 92a24 4 . V 1 obeit Jelfy ara registration no. AR92824 State of Florida RED NO. DATE DESCRIPTION A 07,23.IE Client Review B 05.15.16 Site Plan Review C 10.22.16 Client Review 0 02.15.17 Issued for Permit THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY. THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS AND PERMITS ARE ATTAINED. A-6 new addition r� s tile finish roof system blended into and to match existing roof tile TYP I finish coat stucco over polymer modified base coat with fiberglass ❑ I reinforcement -match existing ® stucco texture existing 3 1/8" thick fire retardent EPS Type 11'Quad-Lock' Insulated concrete forming wall panels 0018 001A 0036 ._ existing existing installed per manufacturers stnct instructions, w/ 6" poured in place reinforced concrete core finished floor- - — — — — — — — — — — — — — — — — — — — — — — — — — I G i i � I � I t poolbeyond ------------------- t outline of pool location of future/relocated A/C condensers for Phase II not a part of this permit. And raised pad for new pool equipment planting area I I poolbeyond General Note: Any errors, ambiguities, and omissions in drawings and specifications shollbe reported to the architect for corrections before any part of the work is started. Unless expressly stipulated, no additional allowance will be made in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely manner. DO NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shall verify oll dimensions and conditions. In the event of a conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project are the property of this Architect and are protected under the Copyright Protection Act. 7k/F_FfW robert j I= A r o h i t e c t u r e Man 01,9ement Des*�-n 8450 sw 201 sttGel cutler bay, floricla 33185 754.264.4773 r laro@bellsouth,net An Addition and Renovation to the Residence of: Luis and Carrie Reynoso 325 Northeast 104 Street Miami Shores, Florida Folio No: 11 2136 013 0100 VVIYCII\VVIIVIV VVVUIYILI Y I UI I ILML UUILVI VV DEPARTMENT APPROVALS AND PERMITS ARE ATTAINED, u•u• •u•s• 0 0 scale: 114' - II-0' Left Llev 0 2' 41 81 121 A-7 Exter i or Door card Window Schedule MARK OPENING SIZE DESCRIPTION GLASS I LRFD WIND LOAD ECO WINDOWS SHGC PRESSURE DESIGN'ECO WIND LOAD PRESSURE Window Systems' Impact Resistant dark bronze 001A 27"w X 62"h finished aluminum casement window, 500 Series, with U vat 0.0.65 65 SHGC +66.1 PSF, -71.8 PSF +70.0 PSF, -75.0 PSF tinted glass 'ECO Window Systems' Impact Resistant dark bronze 001E 27"w X 62"h finished aluminum casement window, 500 Series, with 0.65 U v 0.30 SHG +66.1 PSF, 71.8 PSF 70.0 PSF, -75.0 PSF tinted glass 'ECO Window Systems' Impact Resistant dark bronze 0.65 U-val 001C 120"w X 80"h finished aluminum sliding glass, 700 Series, with tinted 0,30 SHGC +58.5 PSF, -72.9 PSF +70.0 PSF, -80.0 PSF glass, 4 panels OXXO and operable screens 'ECO Window Systems' Impact Resistant dark bronze 001D 27"w X 62"h finished aluminum casement window, 500 Series, with U vat 0.0.65 65 SHGC +66.1 PSF, -71.8 PSF +70.0 PSF, -75.0 PSF tinted glass 'ECO Window Systems' Impact Resistant dark 0.65 U-vo 003A 54"w X 50"h bronze finished aluminum fixed window, 300 Series, with 0.30 SHGC +64.0 PSF, -69.7 PSF +66.8 PSF, -71.3 PSF tinted glass Low-E, argon gas, CATT II temp safety glass. 'ECO Window Systems' Impact Resistant dark bronze 0.65 U-val 003E 27"w X 62"h finished aluminum casement window, 500 Series, with 0.30 SHGC +66.1 PSF, -71.8 PSF +70.0 PSF, -75.0 PSF tinted glass 'ECO Window Systems' Impact Resistant dark bronze 0.65 U-val 003C 36"w X 62"h finished aluminum casement window, 500 Series, with 0.30 SHGC +64.9 PSF, -70.5 PSF +70.0 PSF, -75.0 PSF tinted glass 'ECO Window Systems' Impact Resistant dark bronze 0.65 U-val 004A 96"w X 80"h finished aluminum sliding glass, 700 Series, with tinted 0.30 SHGC +59.5 PSF, -65.1 PSF +70.0 PSF, -80.0 PSF glass, 2 panels OX and operable screen ECO Window Systems' Impact Resistant dark bronze 0.65 U v 004E 36"w X 80"h finished aluminum glass swing door, 600 Series, with 0.30 SHG + 63.7 PSF, -69.4 PSF + 70.0 PSF, -75.0 PSF tinted glass =T WIND LOAD ANALYSIS ASCE 7-10 wind speed V (ult) = 175 mph Ultimate mean roof height = 15'-0" Risk Category II Exposure C Kh = 0.8.5 Kzt = 1.00 GCpi = 0.18 qh = 56.57 psf Wind Load Design Pressure 0.6 LRFD = ASD 10 Fit-nish Scl-1cdule MARK ROOM FLOOR WALLS CEILING HGT. BASE NOTES 001 Master Bedroom wood drywall y texture drywall 8'-6" wood 002 W.I. Closet wood drywall y textured drywall 8'-6" wood 003 Master Bathroom the old resistmold drywall resis drywall 8 6 wood see both notes this sheet, non -absorbent walls and fir at shower and tub to ceiling (4" beyond edge) 004 Renov Bedroom 1 wood drywall y textured drywall 8'-6" wood 005 W.I Closet wood dr wall y textured drywall 8'-6" wood 006 Bathroom #2 the n old resist drywall mold resis _drywall 8'-6„ wood see bath notes this sheet, non -absorbent walls and fir at shower and tub to ceiling (4 beyond edge) niter i or Door Sc hed u le MARK SIZE (W x H) DESCRIPTION 001E 2'-8"w X 6'-8"h 13/8" solid core wood paneled swing 002A 2'-8" X 6'-8" full bahama louvered wood in pocket frame 003D 2'-6" X 6'-8" 13/8" solid core wood paneled swing 003E 2'-8" X 6'-8" 13/8" solid core wood paneled in pocket frame 004C 2'-6" X W-8" full bahama louvered wood bi-fold and wood cased - 2 panels 004D 2'-0" X 6'-8" full bahama louvered wood bi-fold and wood cased - 2 panels 005A 2'-6" X 6'-8" 13/8" solid core wood paneled in pocket frame 006A 2'-8" X 6'-8" 13/8" solid core wood paneled swing 0066 2'-6" X 6'-8" 13/8" solid core wood paneled in pocket frame u �_ J '.,L R�Vic DATE(J/ /N General Note Any errors, ambiguities, and omissions in drawings and specifications shall be reported to the architect for corrections before any part of the work is started. Unless expressly stipulated, no additional allowance will be made in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely manner. DO NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shall verify all dimensions and conditions. In the event of a conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project are the property of this Architect and are protected under the Copyright Protection Act. A4F_TIRIA I* robert j lara A r c,h I t e G i -m r e Mcrncr�e)Yr�nt Des =y� 8450 sw 201 street cutler bay, florida 33189 ` 754.264.4773 r-lara@bellsouth.net An Addition and Renovation to the Residence of: Luis and Carrie Reynoso 325 Northeast 104 Street Miami Shores, Florida Folio No: 11 2136 013 0100 i; 101111T J. � AR 92824 I l "Robert Jerry Lara registration no, AR92824 State of FItHda RED NO. DATE DESCRIPTION A 07.23.IE Client Review a 05.15.16 Site Plan Review C 10.22.16 Client Review O 02.15.17 Issued for Permit 1 05.05.17 Permit Comments THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY. THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS AND PERMITS ARE ATTAINED. •a..a mmmmu 1 tile finish w/ approved mastic on backer board with taped an mar ar joints TYP shower liner material behind durorock tile finish over reinforced mortar bed sloped to drain over approved shower liner material bullnosed edge new non -bearing 3 5/8", 20 gage metal vert stud partition system w/studs at 16" o.c. 1/2" gypsum wallboard ix8 PT nailer ---- ----� 1115 at perimeter linear drain install per manuf instructions Uecessed Shower not to scale stone top with bullnosed edge on 1/2" the backer board verify height with tub manuf. tile finish on approved mastic on the backer board w/ taped and mortar joints on 3 5/8", 20 gage metal vert stud framing system w/studs at 16" o.c. �o tile finished floor a Tub deck detail A-9 _ not to scale 1/2" gypsum each side of - Use 5/8" separating sl (1 hour fire r provide R-11 insulation wh1 noted on pia I tub and mounting detail as selected by owner 3 5/8", 20 gage metal vert stud framing system w/studs at 16" o.c. at perimeter of tub - coordinate with tub install instructions set tub on reinforced mortar bed finished floor repair existing drywall ceiling as required 20 gage cant top plate w/ 1/4" x 2" wood screws to furring/trusses at 16" o.c. new non -bearing 3 5/8", 20 gage, metal vert stud partition system w/studsiat 16" o.c. i 1/2" drywalleach`'side -TYP 20 gage cant boat plate w/ 1/4" x 2" tapcons w/ washers at 16" o.c. wood base to match TYP Repaired raised wood floor I of 1/2" drywall ceiling w texture as selected FINISH NOTE WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 - FBC R302.9 INSULATION NOTE: - ICYNENE LD-R-50 renewable based_ light density, open celled, flexible, 1001 water -blown polyurethane foam insulation manufactured by Icynene Inc. - ICYNENE LD-R-50 is a nommalO.5 Ibs/ft3 density, free rise material. - FILL BETWEEN ENTIRE TOP CHORD OF TRUSSES - spray 6" min EQUAL TO R-22 INSULATION - Product to be installed by licensed approved dealer (or use approved equalproduct) R-30 Batts insulation w/ flame spread index of not more than 25 and smoke level index not more than 450 20 gage cant top plate w/ 1/4" x 2" wood screws to furring/ trusses at 16" o.c. new non -bearing 3 5/8", 20 gage metal vert stud partition system w/studs at 16" o.c. 1 211 gypsum wallboard each side 20 gage cant bott plate w/ 1/4" x 2" tapcons w/ washers at 16" o.c. wood base the fin on conc slab 3 Interior Partition at Existing ( 2 Interior Partition at New A-9 not to scale \ A-9 . not to scale I cant LED tape light in cove installed per product instructions on 1/2" duro-rock strip 12 match 13 existing `f 1/2" drywall finish on 1x3 wood furring at 16" oc prefab. wood truss @ 24" o.c. w/ 2x6 top chord min submit engineered shop drawings to architect for approval TYP 1x8 vert Not finished douglas fir and 1x6 horiz douglas fir trim perimeter of soffit with bevel edge 1/2" drywall to met I strips within EPS part of Quad-L ck systen NOTE: EPS system = R-28 approx existing grade Maser wood base and crown molding material as selected by Owner floor finish as selec ed by Owner on properly prepared concrete turface well compacted fill refer to structural plans Miami Dade County Approved Cement tile roof system installed (as per notice of acceptance) color and style to match existing on 900 modified bitumen surface hotmopped to 45• sat felt surface tincapped nailed to 5/8" CDX plywood sheathing w/ 10d ringshank nails at 6" o.c. lap and field _ existing detail to of la 3x3 galvanized drip on 1"x2" p.t. on 1x6 PT fascia on 2x4 SYP sub fascia fiber reinforced stucco over metallath and 30*felt on new facia board, match 2'-2 I/ 20 wood framing in field for soffit spaced 24" o.c. 2'-b° nailed to trusses w/ (4) 12d nails each member 1/2" drywall finish on 1x3 wood furring at 16" oc fiber reinforced stucco on properly prepared and bonded EPS Type II'Quad-Lock' Insulated for ' g vraHpee��els i��.ss#a! r �anufac�trlct Instructions, w/ 6" p ured 1n place reinforced concrete re FL10431 R1 State of Florida coApprovaL REFER TO STRUCTURAL DETAILS 3/S-3 AND NOTES 6.0 CN SHT S-4 INSUI ATION NOTE: insulation shall have a flame spread index of not more than 25 and smoke level index not more than 450 conc footing - refer to sheet S-1 for notes and details TYP wall Section A-9 .✓ Scale: 3/4" = 1'-0" finished 0 Ai +12.10' AMSL match existing of 0 m BUILDI GN REV W j rtL 1\,ZV1EVV V General Note Any errors, ambiguities, and omissions in drawings and specifications shall be reported to the architect for corrections before any part of the work is started. Unless expressly stipulated, no additional allowance will be made in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely manner. DO NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shall verify all dimensions and conditions. In the event of a conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project are the property of this Architect and are protected under the Copyright Protection Act. yt /ET1W robert j lara Archite6t.Pi. re M a n a g e rn-&:tr t '.. 8450 sw 201 s,rt-&t- cutler bay, floriaa a3189 754.264.4773 r lara@bellsouith,net An Addition and Renovation to the Residence of; Luis and Carrie Reynoso 325 Northeast 104 Street Miami Shores, Florida Folio No; 11 2136 013 0100 �r�0�-���soµp� cat r�rc�t�toN �F.�LO O t �•1i:� ;' :WRT J. Cq [j —*- iti AR 92824 D •0�•�'i ti Robert Jerry Cara registration no, AR92624 State of Florida NO. DATE DESCRIPTION A 07.23.I E Client Review B 05.15.16 Site Pton Review C 10.22.16 Client Review 0 02.15.17 Issued for Permit 1 05.08.1 Permit Comments THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY. THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS AND PERMITS ARE ATTAINED. SII�TNNI,MM3EF? A-9 Tomrt-rn i tm Protection Apply a FI Dept of Agriculture approved pre -construction soil treatment for subterranean termites to areas under entire surface of floor slab and all other applicable critical areas, including but not limited to patios, walks etc., prior to placement of visqueen. Treatment shallbe performed by a licensed pest control company and shall submit a Certificate of Compliance to the Building Jurisdiction upon treatment. All work shall comply with Section R320 of the FBC. S10 i t Statement Not SoilconT flons`aTthis site, is assumed to have a safe-5ea6rl-capacity 2000 lbs. per square foot. Contractor shall retain the services of a geotechnical engineer to observe and test soils/fill compaction during construction. If any soil conditions ore encountered during the construction which are at variance or suspicious, the Contractor shall immediately notify the Geotech Engineer. 1. In general fill soils should consist of either inorganic, non -plastic sand having less than 10 percent material passing the No. 200 sieve, or crushed limestone with a maximum rock size of six (6) inches. In particular, fill soils placed within the upper 12 inches of the subgrode of building slabs on grade should consist of either sand with less than 10 percent passing the number 200 sieve, or crushed limestone with a maximum particle size of three inches. 2. Fill soils should be placed with loose lift thicknesses of not more than 12-inches, moisture -conditioned to within two (2) percent of the optimum moisture content based on ASTM 0-1557, and compacted to a minimum 95 percent relative compaction. One test should be performed for each 2,500 square feet of fill area per lift of fill soils. If during the compaction process fill shows evidence of yielding under the weight of the roller, it should be removed and replaced with properly compacted granular fill as described herein. Fill particles exceeding one (1) inch in size should not be allowed to nest within the fill. The vibrations produced by the operation of the compactor should be monitored for potential adverse effect on adjacent existing structures. pavements. and utilities. If nearby structures will be affected by the vibration of the compactor, the compaction procedure may require modification as approved by the geotechnical engineer. 3. After preparing the site as described above the proposed buildings may be supported on shallow spread foundations designed for a maximum allowable bearing pressure of 2,000 pounds per square foot (psf). FluundatiU) plan Scale: 1/4" = 1'-0" POOL under separate permit submit engineered drawings concrete paver patio on well compacted and clean sand fill Existing Garage existing slab on grade (3) 6" Qaver risers and 12' steps concrete paver patio on well compacted and clean sand fill CONC PATIO AND STEPS NOTE: new 6" min concrete slab w/6x6 W2.1xW2.1 w.w.m. on well compacted and clean fill (3) 6" aver risers and 12' steps I 4'-7" 4I-0" 11'-4° I � 1 r-----=— — — — — — — — — — — — — ---- ' 1 _ 1 1 1 I I o Tub r ess 1 ' 1 WC oI IIII ; U_ I I�Itlower N 1 I ' Li- (2) #5 r inf X I I Iql-21 I i I 48" long spaced 15'-011 IIII i i f 2" CF02 i ; diag� in slob Lav III Lav ------- I III • ' / III SLAB NOTE: II !� 4" concrete salt w/ 6x6 IIII , W2.1 x W2.1 w.w. Tt. on 10 mil 1 visqueen on well compacted IIII and clean fill95 percent IIII density coord w/ door manuf NOTE: IIII refer to Plumbi g and HVAC Plan IIII i2#6 for underground work IIII 1 , 3 1/8" thick fire retordent EPS Type II 1 'Quad -Lock' Insult ted concrete forming ; wall panels install d per manufacturers IIII Semforced con instruction 'te/corepCured in place III 1#6 vert reinf a IIII ' 1 each window opening IIII unless noted 191-71 III I M ; (2) =5 reinf X 4 " long 2'-g" 5i I7P spaced 12 o.c. et IIII 1 dlagr in slab , I #4 vert rei f between ' 4" reces IIII EPS panels spaced 2 a.c. I O o , TYP I I Lov bwC Shower IIII I CN ' i 3'-q" / -3" 2'-8 1' 10" 2'-6" 10" 2' 81' I I 2'-1" I I U 2#6I I/ / I ___ O ■ ---------------- -III----- outline of existing J L I 3" , 3" I I ; i foundation 2 coord w/ sawcut existing CMU 5-3 door manuf � I to accept new opening iv I I NOTE: � � 8 I add #5 r Inf x 24" Ion I " 3 9' ' 115 B" 9 , doweled int existin , I I EXISTING raised wood floor ' foot r 6" / HiltiHil RE ' i ; system to remain 500 V3 ad iesiveTYP- i I • ; GC01 ---__3#61 I I sawcut existing CMU 1 ' to accept new opening outline of existing grout cellsolid if hollow foundation q" 3'-g° q verify in field w 1 5 vert reinf pour slab 1" below with finished C(O wood floor - coordinate proposed floor finishes with owner prior to pour Existing Residence existing raised wood floor system outline of existing foundation -2" 1 . 8" C 1 co eM' _ _ - ' ----� ;I I CF02I 1 I I V 2'-10"' 11-4" ' 4'-2" 8" ' m I 1 111171,11) tic ® CO1 CO21 NOTE: add 2#5 reinf x 24" long doweled into existing tooter 6" w/ Hilti HIT -RE 500-V3 adhesive - TYP 0 U_ v I concrete paver patio on well compacted and clean sand fill planting area - dig 24" deep and fill with black top soil CONC STOOP NOTE: new 4" min concrete slab w/6x6 W2.lxW2.1 w.w.m. on well compacted and clean fill EPS Type II 'Quad -Lock' ICF wall panels STEM WALL w/ 6" poured in place reinforced concrete core mechanically attached new A/C Cond to existing cone stoop #4 vert reinf between EPS panels spaced 12" o.c. TYP (2) 4" diom sched 40 PVC sleeves for mech - Refer to sheet M-1 1#6 vert reinf at each window opening unless noted NOTE: add 2#5 reinf x 24" long doweled into existing footer 6" w/ HiltiHIT-RE 500-V3 adhesive - TYP piping BUILDING REVIEvV APPROVED'~- BATE a(9 Consulting Structural Engineer ENGQUEST 3550 Engineering Drive, Suite 175 Peachtree Corners, GA 30092 678-906.4670 General Note Any errors, ambiguities, and omissions in drawings and specifications shallbe reported to the architect for corrections before any part of the work is started. Unless expressly stipulated, no additional allowance will be made in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely manner. DO NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shall verify all dimensions and conditions. In the event of a conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project are the property of this Architect and are protected under the Copyright Protection Act. A* robert J lara ArahIteoture Manor yement Des�9n •• 8450 sw 201 st,(— i ' cutler bay, Florida 33189 .... 754,264,4173 •• r lara@bellsouib.rret 3'. _ .r' s_ ► _ I mil An Addition and Renovation to the Residence of; Luis and Carrie Reynoso 325 Northeast 104 Street Miami Shores, Florida Folio No; 11 2136 013 0100 �Ro���lor}A�c���1oN D A VID 11lI�O�I ". STATE p'F 0 °•.ORI G C.H. David Tan PE legistlation no. 49812 State of Florida R��1s NO. DATE DESCRIPTION A 07.23.1 Client Review B 05.15.16 Site Plan Review C 10.22.16 Client Review 0 02.15.17 Issued for Permit THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY. THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS AND PERMITS ARE ATTAINED. S.1 0 2' 4' 81 12' a Joist Reaction Schedule MARK LRFD UPLIFT REACTION ASD UPLIFT REACTION GRAVITY LOAD TRUSS CONNECTOR REQUIRED COMMENTS 1,526 # 916 # 989 # to T.B. A 2 1,313 # 788 # 1,251 # to T.B. B 3 1,769 # 1,061 # 1,593 # to T.B. B 4 569 # 342 # 390 # to T.B. C 5 1,290 # 774 # 774 # to T.B. B Truss Connector Schedule MARK CONNECTOR REQUIRED ALLOWABLE ALLOWABLE UPLIFT GRAVITY NU-VUE NVSTA-16H embedded truss anchor w/ A (6) 10d x 11/2" nails to seat and (9) 10d x 11/2" nails 1,426 # UPLIFT N/A to truss - D.C. Approval*16-0201.22 1,430 # LATERAL NU-VUE NVSTA-16H embedded truss double anchor w/ B (6) 10d x 11/2" nails to seat and total of (9) 10d x 1,783 # UPLIFT N/A 11/2'' nails to truss - D.C. Approval 016-0201.22 1,430 # LATERAL NU-VUE NVRT-16 twisted rafter tie w/ C (6) 16d x 11/2'' nails to piggyback and (6) 16d 996 # UPLIFT N/A nails to existing Rafter - D.C. Approval *15-0507.01 Beam Schedule MARK SIZE (w x d) REINFORCEMENT NOTES NOTES TOP MID BOTT TB01 6" x 12" 2- #4 -- 2- 04 #3 ties at 48'' o.c. typical tie beam 10 T1302 8" x 24" 2- #5 2- #5 2- #6 #3 ties at 10'' o.c. O DB01 6" x 16" 4- #4 of T1301 2- #5 #3 ties at 8" o.c. RK01 6" x 12" 2- #4 2- #4 #3 ties at 48" o.c, typical rake beam O RK02 8" x 8" 2- #5 -- Oi add 4#3 ties at 12" o.c. ea. way at corners and bends and 2- #4 x 60" long bent 30" ea. way at corners (typ @ tie beams) splice top bars @ 1/4 span, Lap 36 bar diam., Splice I bars @ supports t10'-4" top of existing conc beam verify in field double strap first two uss refer to schedule heet straps all trusses TYP to schedule this sheet 5 reinf x 241, ed into existing e beam w/ RE 500-V3 e EXISTING gable end to remain existing roof overhang outline Consulting Structural Engineer ENG UET 3550 Engineering Drive, Suite 175 Peachtree Corners, GA 30092 678-906-4670 General Note: Any errors, ambiguities, and omissions in drawings and specifications shallbe reported to the architect for corrections before any part of the work is started. Unless expressly stipulated, no additional allowance will be made in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely manner. DO NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shall verify all dimensions and conditions. In the event of a conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project are the property of this Architect and are protected under the Copyright Protection Act. roberf j M cr n cr9 e m e n t Dosn 8450 sw 201-ctzot cutler bay, floricia 05 r89 754,264,4773 , r lara@bellI An Addition and Renovation to the Residence of; 325 Northeast 104 Street Miami Shores, Florida Folio No; 11 2136 013 0100 D A V rp E ® 0. d9 �O/ ® 1J� 2 STAT F ® 41� ® W �/ 0Inm��?,,`, C,H. David Tan PE registration no. 49812 State of Florida 3x3 galvanized drip on truss strap �12 1"x2" p.t. on 1x6 PT fascia on 20 SYP sub fascia of 3x3 galvanized drip on 1"x2" p.t. on 1x6 PT fasciaZon 2x4 SYP sub fascia lx6 T&G V-joint soffit 2x4 PT nailer cant w/ 1/2'' - bolt and double nut and clip overhang to nailer fnished floor 3 1/8" thick fire retardent EPS Type II _ 'Quad -Lock' Insulated concrete forming wall panels installed per manufacturers strict instructions, w/ 6" poured in place reinforced concrete core glass door opening rework existing paver on compacted sand bed, coord in field *4 vertical reinf between EPS panels — spaced 12" o.c.-TYP *4 horizontal reinf between EPS panels spaced 12" o.c.-TYP "Quad -Lock' wall panel ties (12" o.c.) TYP *4 reinf vert bent dowels x 30 lap at 12" o.c. CF02 r, 12 3 match existing 2x4 SYP between trusses' at ea plywood joint typ 24 SYP wood rat runners bottom of top chord w/ (2) 16d nails to each truss prefab. wood truss @ 24" ox. w/ 2x6 top chord min submit engineered shop drawings to architect for approval TYP 2x8PT cut to fit nailer recess for sliding door 2*4 cant 2 TyP Wall Section S-3 Scale: 3/4" = 1'-0" existing ceiling joist to remain remove existing wallboard to accept new strap on CMU overlap 8" and add (5) 1/4" x 2 1/4" topcon conc anchors existing CMU wall to remain SLAB NOTE (New and Repair): 4" concrete slab w/ 6x6 W2:ixW2.1 w.w.m. on 10 mil visqueen on well compacted and clean 6195 percent density Refer to soil prep note sht S-1 expansion joint existing wood raised floor system to remain existing grade existing conc foundation system �71� to remain * IL. IU AMJL top of pad 2x4 SYP wood sleepers spaced 24" o.c. w/ (2) 1/4" x 4" long lag screws into existing rafters existing wood rafters locate in field Nu-Vue NVHCL Clip ea truss to each sleeper w/ (6) 10d nails to truss and (3) 10d nails to sleeper RAISED PAD NOTE 4" concrete slob w/ 6x6 W2.1xW2.1 w.w.m. on 10 mil visqueen on well compacted and clean fill95 percent density Refer to soil prep note sht S-1 1/2" bevel perimeter of raised pad *4 vertical reinf between EPS panels spaced 1l o.c s bent 12" at top into slab \, 'Quad -Lock' wall panel ties (12" o.c.) TYP *4 horizontal reinf between EPS panels spaced 12" o.c7--_� NEW pavers at pool patio on compacted sand bed, coord in field *4 reinf vert bent dowels _ x 30" lap at 12" o.c. d 3 Pad Section !2 5-3 Scale: 3/4" = 1'-0" Foam insulation refer to arch plans for specs 2x4 SYP wood rot runner bottom of tap chord w/ (2) 16d nails to each truss 24 SYP between trusses —� at ea plywood joint typ prefab. wood truss @ 24" o.c.— w/ 2x6 top chord min submit engineered shop drawings to architect for approvalTYP 24 framing in field for soffit spaced 24'' o.c. r- 12 match 3 existing K Master Bedroom SLAB NOTE (New and Repair): 4" concrete slab w/ 6x6 W2.1xW2.1 w.w.m. on 10 mil visqueen on well compacted and clean fi1195 percent density Refer to soil prep note sht S-1 5/8" CDX plywood sheathing w/ 10d RingShank nails at 6" o.c. to wood trusses - lap and field — use 3/4" CDX plywood where required to level new deck with existing - coordinate conditions in field nail plywood to fascia w/ 10d ringshank nails at 4" o.c, -typical / 3x3 galvanized drip on 1"x2" p.t. on 1x6 PT fascia on 2x4 SYP sub fascia tOD of plate approx existing gradeA\�/ �����/// / aE -2*5 cant slope1/2" CF04 wire top tie by Quad -Lock system 3 1/8" thick fire retardent EPS Type II 'Quad -Lock' Insulated concrete forming wallpanels installed per manufacturers strict instructions, w/ 6" poured in place reinforced concrete core FL10431-RI State of Florida Approval NOTE: install1*6 vert reinf at each window opening unless noted - refer to sheet S-1 *4 vertical reinf between EPS panels spaced 12" o.c. -TYP *4 horizontal reinf between EPS panels spaced 12" o.c. -TYP "Quad -Lock' High density polyethylene wall panel ties (12" o.c.) TYP fnished floor �12.10 AMSL match existing *4 reinf vert bent dowels x 30" lap at 12" a.c. 0 irn finished grade I TYP Wall Section S-3 refer to section 1/S-3 for detail and notes Scale: 3/4" = 1'-0" SHORING NOTE: Proper shoring of Stem Wall required following manufacturers instructions and until slab in place - Proper shoring of insulated concrete forms required following some manufacturers instructions until concrete walls are poured and trusses installed AV/ i E RCV—j U BUILDING REVIEVV APPROVF_D Consulting Structural Engineer ENGUEQT 3550 Engineering Drive, Suite 175 Peachtree Corners, GA 30092 678-906-4670 General Note Any errors, ambiguities, and omissions in drawings and specifications shall be reported to the architect for corrections before any part of the work is started. Unless expressly stipulated, no additional allowance will be made in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely manner. DO NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shall verify all dimensions and conditions. In the event of a conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project are the property of this Architect and ore protected under the Copyright Protection Act. FTIRM robert j lara A r o n 1 t e G fi U Y e Mcfn 7yemewt Des*9n 8450 sw 201 street cutler bay, florida 33189 754,264,477 r lara@belisouth,,-iet An Addition and Renovation to the Residence of; Luis and Carrie Reynoso 325 Northeast 104 Street Miami Shores, Florida Folio No; 11 2136 013 0100 +++puueeq��e ,p DAVID s� ®®®°®®®T L 1jrdP\ P N 49 p i FOR I�® ram',,' i/ON 1� ++a?`,,`, CX David Tan PE registration no, 49812 State of Florida R�nsloNs NO. DATE DESCRIPTION A 07.23.IE Client Review B 05.15.16 Site Plan Review C 10.22.16 Client Review 0 02.18.17 ssued for Permit THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY, THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UN1 ALL BUILDING DEPARTMENT APPROVALS AND PERMITS ARE ATTAINED. S-3 Str-uctur-caI Notes 1.0 SOIL STATEMENT - refer to soil NOTES on sheet S-1 2.0 GENERAL - 2.1 All work shall comply with the current requirements of the Florida Building Code, Building Code Requirements for Reinforced Concrete (ACI318), Specifications for Structural Concrete for Buildings (ACI301) and all other specifications referenced therein, 2.2 The Contractor shall verify all dimensions, details and jobsite conditions before commencing work, and shall notify the Engineer of any deviations from these drawings. 2.3 The Contractor shall perform all work in a safe manner. The Contractor shall immediately notify the Engineer of any conditions encountered which might endanger the stability of or cause distress to the structure. 3.0 MATERIALS 3.1 Concrete shall have a 28-day compressive strength of at least 3000 psi, unless otherwise specified in the plans. 3.2 Reinforcing bars shallbe ASTM A-615, Grade 60. 3.3 Lumber shallbe no. 2 Southern Pine or otherwise as shown in Plans. 3.4 ICFs shall consist of two flame-retardant, expanded polystyrene (EPS) foamed plastic insulation boards connected by molded high -density polyethylene or polypropylene cross -ties 3.5 Mortar shall comply with ASTM C270, Type M. 3.6 Structural steel shall comply with ASTM A-36 for plates and steel shapes. 3.7 Welding electrodes shallbe E70, and shallbe suitably protected after opening the container. 3.8 All nails, screws, hangers and connectors in roof and exterior construction shall be stainless steel or galvanized:. 3.9 All fabricated products used in this construction must have Dade County Product Approval. 4.0 SITE PREPARATION 4.1 Remove all debris and topsoil from the construction site, and dispose of in accordance with all applicable regulations. 4.2 Fill shall be coarse -grained and free from any organic or other deleterious material. Fill shall be placed in 12-inch maximum layers, and compacted to at least 95 percent of maximum density in accordance with ASTM D-1557. 5.0 CONCRETE WORK 5.1 Reinforcement shall have the following minimum clear concrete cover: Concrete cast against the ground 3" Concrete exposed to the weather 2" Stirrups and ties 11/2 " Structural slabs 11/2 " Slabs on grade Center reinforcement in slab 5.2 Reinforcement shall be bent, lapped and spliced in accordance with ACI Specifications and Standard Details, with a minimum lap of 12 inches. 5.4 Columns shallbe poured to full height and allowed to attain initial set before placing concrete in beams or slabs above. The minimum time interval shallbe three hours. 5.6 Concrete tie beams and beams in reinforced masonry shall be placed using the walls as bottom forms, and shall have continuous reinforcing, Splices shall be made in the end one third of beam spans, and shall be at least 40 bar diameters. At corners, at least one half of the bars shallbe spliced with 5'-0" long corner bars, bent at mid -length. 5.7 Tie beams shall have no. 3 stirrups on 12-inch centers for 4'-0" at the ends of walls and at corners, and on 48-inch centers elsewhere. 6.0 Insulating Forming Concrete - 6.1 The ICFs EPS insulation boards shall either have a flame spread index of 25 or less and smoke developed index of 450 or less (per ASTM E84) or shall have passed a NFPA 286 test. 6.2 ICFs Expanded Polystyrene (EPS) Insulation Board as per ASTM C578 Standard Specification for Rigid Cellular Polystyrene Thermal Insulation(or MIL-P-19644): 1, Compressive Resistance @ yield or 10/. deformation =15psi (ASTM D1621) 2. Thermal Resistance Value @ 75° F ==4.0 per inch thickness (ASTM C177 or equiv./ MIL-P-19644) 3. Flexural Strength ==35psi(ASTM C203) 4. Water Vapor Permeance ==3.5 perm -in (ASTM E96) 5. Water Absorption ==3Z by Vol. (ASTM C272) 6.3 A. Install the ICFs in accordance with ICF manufacturers installation instructions, in a running bond pattern assuring placement and alignment of cross -ties / attachment strips. B. Install and secure Window and Door Opening Bucks. If specified, assure that the bucks have been prepared for anchoring to concrete as specified. C. Secure bottom layer of ICFs against displacement from footing or slab. D. Install horizontal reinforcing steel, as specified, within ICFs. Assure reinforcement diameter, grade and positioning complies with engineering specifications and is installed in correct position of wall for each course placed and with lap -splices as specified. E. Install ICF Bracing System and/or other false work in strict accordance with ICF Bracing System manufacturers installation instructions. Regularly check everything for crew safety, anchorage to ICF system as recommended by manufacturers, and for vertical alignment. F. Install reinforcing steel for lintels, as specified, over all wall openings. G. Install all sleeves, conduit, anchor bolts, hangars, embeds, and similar as specified. H. Install vertical reinforcing steel, as specified, within ICFs. Assure reinforcement diameter, grade and positioning complies with engineering specifications and is Installed in correct position of wall with lap -splices as specified. 7.0 WOOD 7.1 All lumber shall be no, 2 Southern Pine unless otherwise specified. Wood in contact with concrete or masonry shall be pressure treated. 7.2 All nails, screws and connectors used in roof and exterior construction shallbe stainless steel or galvanized. 7.3 Wood roof trusses shallbe designed by a Specialty Engineer of the manufacturer. Shop drawings and calculations shallbe submitted to the Engineer for design opprovaland to the Building Department to be approved before fabrication. Trusses shallbe braced in accordance with bracing diagrams to be furnished by the manufacturer and as shown in the Permit Drawings. Truss -to -truss connections shallbe designed by the Specialty Engineer, 8.0 DESIGN LOADS Flat and sloped Roof Dead Load 27 psf Flat and sloped Roof Live Load 30 psf Floor Superimposed Dead Load 45 psf Floor Live Load 40 psf WIND LOADS - This structure has been designed for a wind velocity of 175 mph (Ultimate), with an Exposure Category of C for components and Category II. A roof dead load of 10 psf has been deducted from the wind uplift forces. Windows & Doors - Refer to sheet G-2 Sloped Roof Components - As most of the roof is in Roof Areas 2 & 3, those values are used for roof component loads Net Wind Uplift REFER TO ATTACHED CALCULATIONS Wall Wind Flev N.T.S. 12 3 1 match existing D 1 O O 1 ©© Fcef Wind plan N.T.S. TOTAL GROSS WIND LOAD FOR COMPONENTS PER ASCE 7-10 ZONE ROOF UPLIFT LOAD (LRFD) TRIBUTARY AREA 10 S.F. OR LESS 50 S.F. OR MORE +38.5, -61.1 PSF +30.6, -57.1 PSF 2 -38.5, -106.4 PSF +30.6, -86.6 PSF +38.5, -106.4 PSF +30.6, -86.6 PSF WALL WIND LOAD (LRFD) TRIBUTARY AREA 10 S.F. OR LESS 20 S.F. OR LESS 50 S.F. OR MORE ® 66.8, -72.4 PSF +633, -69.4 PSF +59.8, -65.4 PSF +66.8, -89.4 PSF +63.7, -83.4 PSF +59.8, -75.4 PSF NOTES: 1.INTERPOLATE FOR INTERMEDIATE VALUES OF TRIBUTARY AREA 2. WIND CRITERIA wind speed V (ult) = 175 mph Ultimate mean roof height = 15'-0'' Risk Category II Exposure C Kh = 0.85 Kzt = 1.00 GCpi = 0.18 qh = 56.57 psf Wind Load Design Pressure 0.6 _RFD = ASD top of beam TB02 Foam insulation refer to arch plans for ,I specs 1x6 T&G V-joint soffit I Iil TB02 beyond - - - - - - - - - - - - - 105 each toe "4 reinf at 12" o.c ea way 8" wide thk edge , w/ 21, 5 cant -� 3 Typ Wall Sectien S-4 .:! Scale: 3/4" Q 0 prefab. wood truss @ 24" o.c.--' wl 2x6 top chord min submit engineered shop drawings to architect for approval TYP cut out and remove existing deck - and joist to accept new cone beam M C01 of fin floor _ _ _ - 1 - I" toe 6" step thickness min (N) Covered InfrV 5/8'' CDX plywood sheathing w/ 10d RingShank �- nails at 6" o.c. to wood trusses - lap and field use 3/4'' CDX plywood where required to level new deck with existing - coordinate conditions in field nail plywood to sub -fascia w/ 10d ringshank nails at 4" o.c. -typical 3x3 galvanized drip on 1"x2" p.t. on 1x6 PT fascia on 2x4 SYP sub fascia 1802 5 ) truss strap flash and counter flash to existing deck verify location of existing rafter add 3x8 douglas fir rafter to replace existing as shown next to new beam w/ 30* felt backing 1*5 vert at 12" o.c., 4" into existing beam w/ Hilti HIT -RE 500-V3 adhesive - existing beam slopes with rafters .,existing CMU wall to remain (�) Den O SLAB NOTE (New and Repair) 4" concrete slab w/ 6x6 W2.1xW2.1 w.w.m. on 10 mil visqueen on well compacted and CO2 clean fill95 percent density - Refer to soil - - - - - - prep note sht S-1 CF03 ° J existing DEN slab to remain Consulting Structural Engineer ENGQUEST 3550 Engineering Drive, Suite 175 Peachtree Corners, GA 30092 678-906-4670 General Note Any errors, ambiguities, and omissions in drawings and specifications shallbe reported to the architect for corrections before any part of the work 1s started. Unless expressly stipulated, no additional allowance will be mode in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely manner. DO NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shall verify all dimensions and conditions. In the event of a conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project ore the property of this Architect and are protected under the Copyright Protection Act. �'/F_T:4r\" 8450 sw 201 street cutler bay, florloa 33189 _ 754.264.4773 r lara@bellsouth.net An Addition and Renovation to the Residence of: Luis and Carrie Reynoso 325 Northeast 104 Street Miami Shores, Florida Folio No: 11 2136 013 0100 �,`p►1I 1111►►►►0 ,NO ID V rp �i�� °°°°°°° T of `�`°®®� C E tv Gam. ®� �®yam 00 �f STATED 6 ®�<v pods/ON' ; "+ C.H. David ion PE registration no. 49812 State of Florida NO. DATE DESCRIPTION A 07.23.1 E Client Review B 05.15.16 Site Plan Review C 10.22.16 Client Review 0 02.16.17 Issued for Permit THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY, THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS AND PERMITS ARE ATTAINED. Sft-�1-MAv1� S-4 New Lower Deck M E C H A N I C A L S P E C I F I C A T 1 0 N S MODEL NO. COOL MAX. CIRC. SENSIBLE COOLING TOTAL COOLING UNIT TONS CU / AHU S.E.E.R. C.F.M. KW HSPF: BRKR AMP CAPACITY (BTU'S) CAPACITY (BTU'S) EXISTING CARRIER CU =1 3.0 24ANB736AO030 Cond ool= 2.59 AHU #1 FE4ANB005 AHU 17.0 1100 Heat = 7.5 30/50 26,959 38,039 (to remain) (or APPROVED Equal) NEW CARRIER CU 52 2.0 24ANB724AO0310 Cond Cool = 1.8 AHU 12 FE4ANB003 AHU 17.0 825 Heat = 5.0 20/40 18,408 25,437 (or APPROVED Equal PANASONIC EF1 FV-08V03 "Whisper Ceiling" 80 15 Exh Fan - Ceiling mounted HVAC DESIGN REQUIREMENTS Y E S N 0 DUCT SMOKE DETECTOR FIRE DAMPER(S) ✓ SMOKE DAMPER(S) FIRE RATED ENCLOSURE FIRE RATED ROOF/FLOOR CEILING ASSEMBLY ✓ FIRE STOPPING ✓ SMOKE CONTROL Existing A/C Cond 41 to be removed and relocated remove existing vert chase and refrig lines from wall repair wall �— NOTE: Return Registars shollbe white finish typ by Titus or equal Supply Registars shall be white finish adjustable deflection typical, provide adjustable metal dampers @ ea. registor (typ) by Titus or equal THERMOSTAT NOTE: programmable "Honeywell" #RTH9580WF1005/W1 NOTE: Duct Insulation shall be R=6.0 min remove existing refrig/suction lines from ceiling repair damages (C) Garage �o� �It (C) Kitchen to remain no work perfor (1) Dlning to remain no work performed (N) Covered Intro 12x12 Return air grille, 12x12 Return air transfer - new 50 cfm 1 way, 6"6" 1Ux1U Return air transfer NEW see schedule exh fan EF1 this sheet w/ 4" metal duct thru roof installed per manuf instructions of ri I II II III � II t3 t t+1 1 �' 3" diam —� 6" diam I New Master Bmroom I I I I � � — — — — — — — — I new 50 cfm 1 way, 6"6"- 4" diam Thermostat see note — NEW AHU 92 1' gos 1 Ewa% G� t�:t.., 4" diom i 1 t�1 otu 8" diam 8" diam _ — — — — new 16C 1 way, X 1Ox10 Ri air grille Su " , LJ k Idrainpan' Lf 11" 02" ducted supply - plenum and return air through door EXISTING main duct to (1) Livingm remain to remain Replace/Relocate no work Thermostat performed see note (1) Den to remain no work performed 3" \JJ-3" to remain (f) Bedroom #2 to remain no work performed RELOCATED Cond '1 conc stoop to Cwnmatch fin fir elev 4) 18 ga. metalgalv clips / 3/8" wedge bolt 2 1/2" into onc slab and 1/4" stainless elf tapping screws to structural frame of condensor TYP oll COND units new 125 cfm 1 way 2"06" linear new (Min R-4.0) insulated refrigerant, suction and low voltage lines route to corresponding AHU route in 4" sched 40 PVC sleeve below conic slab (2) new 2" x48" linear 150 cfm each,1 way new 40 cfm 1 way, 4"6" exh fan EF1 w/ 4" metal duct thru roof installed per manuf instructions new 30 cfm 1 way, 4" x6" 11/4'' condensation line (pvc) slope 1/4" per foot to precast splash paver new (Min R-4.0) insulated refrigerenl, suction and low voltage lines route to corresponding AHU route below raised wood floor MECH� E DATE APPROVED General Note: Any errors, ambiguities, and omissions in drawings and specifications shollbe reported to the architect for corrections before any part of the work is started. Unless expressly stipulated, no odditionolollowonce willbe made in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely manner. DO NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shall verify all dimensions and conditions. In the event of a conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project ore the property of this Architect and are protected under the Copyright Protection Act. 7�-lF_�RW robert j lara Atohitoctor M a n air e M e n t Des1111�9n 8450 sw 201 street cutler bay, Florida 33189 754.264.4773- r lara@bellsouth.na' An Addition and Renovation to the Residence of: Luis and Carrie Reynoso 325 Northeast 104 Street Miami Shores, Florida Folio No: 11 2136 013 0100 registration no. AR92824 State of Florida RF_ NO. DATE DESCRIPTION A 07.23.1 E Client Review 13 05.15.16 Site Plan Review C 10.22.16 Client Review 0 02.18.17 Issued For Permit THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY, THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS AND PERMITS ARE ATTAINED. MPuhaniral plan Scale: 1/4" = 1'-0" 0 2' 4' 12' M-1 New Lower Deck fledrical Symbol Legend SWITCHES Leviton Decors Switch Leviton Decors 3-WAY Switch Leviton Decors Dimmer Switch (switch for fan shall be rated for fan use) RECEPTICALS Leviton Duplex Decors Receptical Leviton Ouaciplex Decors Receptical Leviton Duplex Decors Switched Receptical ® Leviton Special Purpose Receptical - 220v O Leviton Duplex Floor Receptical in Brass Cover LOW VOLTAGE OUTLETS H Leviton Decors Telephone Receptical (RJ-1 1 w/8-pair twisted) b Leviton Decors Computer Receptical (RJ-45 w/ CAT6 cable) Leviton Decors TV Receptical (1 port F-connector w/ RG6 1 8awg Coax Cable) ® Leviton Decora Speaker Receptical (w/ 12awg speaker wire) New Pool Under separate permit NEW LED POOL lights 12V to transformer ------------------ 12KW tankless — elec water heater FIXTURES \ 3 data and power Surface Mounted Light Halo Recessed Black Baffle Fixture mounted to de �r for wifi extender Halo Recessed Adjustable Eyeball Fixture `k�'� Halo Recessed Black Baffle Low Voltage B 20 Halo Recessed Adjustable E eball Low Voltage Wall Mount Decorative Fixture Exhaust Fan / o,o Exterior Floodlights / Fluorescent Fixture w/ (2) 32w T8 o Electrical Panel I 8 Meter 1 r❑ Disconnect � Junction Box 1 EMERGENCY FIXTURES NOTE s Smoke Detector refer to Demolition ' Plan for additional COVER PLATES notes and details Leviton Decora Screwless type return flood B 20 to original location conduit route B-25 confirm in field ._.—._.---._._._._._._•_._._._ �o� _._._._._._._._._...._._._._._ ... i j NOTE: j New 12v/110v hardwired I smoke/carbon monoxide ,- detector inside and outside ' B-4 j of each bedroom j GFI B 2 WP 0 Deck switches to fan `. and lights B-4 ; I' return FANS to locations as shown remove existing A/C Cond *1 includingg disc and circ from E PaneIMP-1 Relocated w/ Iigj t ! -- PA B- 5 t aai ELM i existing 200 amp CB �� EXISTING (1) Kitchen disconnect w/ 8 space PNL A no work performe load center to be removed and replaced to remain with new 300A meter NOTE can and 12 space MCB load center 'MP1' any penetrations of � interior garage wall existing meter can to be replaced P to main residence ;, and garage ceiling shall be proVerly_fire stopped _ w% UL approved Pr oucts 'f ;i iI' ' (C) Garage (C) Dining l; no work performed 11! no work performed E B-2 �GFI g-2 -g g,11 ; for spa pump 1 .---- ;'-- B-3 B-3 �B 3 w Ad r Bath B 7 B=7 - fi fi PA - -- - _ Oy B-1 B-1 B-2 — B-2 - - - - B-2 - - - 'PA New MasTr er BAO0a ' B-2 I I ' to pool 2" fan light XFMfk A-25 PA r LED cove lighting low volt B-2 xfmr for B-2 - -'-'�—— cove�dts ---_—A B , _ _ if light and switch O B_1 `J B-2 in attic B-1 B-13 .;— B_13 ) B-3 _ ° 3-3 B-3 NEW NE - B-3 NIL ' recVssed F B-5 �B 4 B_5 3-4 ( _ -� 12KW tankle -6T J i ele11c' water t flood `light gfi B �V Cloi timer Awltch Ba #� , I i � B-8,1 B IF Ion 3-4 B 5 B-5 ( B-5 4X PA 3-4 (1) Bedroom #1 B-4 coordinate removal/reworM of existing lighting w/ B-4 B-5 ; Owner,O / B 4 B-5 4 s B-5 B4 P' B-13 PA PA= NEW UL2017 NEW battery operated door ANU *2 and window alarm accessible EXISTING - to pool (within pool barrier) AHU *1 no work (�) Living Rm performed no work performed add switch % with timer C new LED light ' A-14 W Den I no work performed (N) Covered b4i B-13 L W Bedroom #2 no work performed B-20 double flood sr'to timer ® switch A ppool light transformer to pool panel by pool installer Pentair IntelliTouch pool panel control system coordinate with pool installer drawings NOTE: Minimum 751 of lamps shall be high efficient LED or Fluor type bulbs I I t!! SATE General Note: Any errors, ambiguities, and omissions in drawings and specifications shollbe reported to the architect for corrections before any part of the work is started. Unless expressly stipulated, no additional allowance will be made in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely manner. DO NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shollverify alldimensions and conditions. In the event of a conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project are the property of this Architect and are protected under the Copyright Protection Act. A-1 E�F`!W .T n robert j lara A r r, h i t e G t U Y e Mcfncf yement Des*9n 8450 sw 201 street cutler bay, Florida 33189 754,264.4773 r laro@bellsouth.nPt PT<0J C7D 5CF 104 An Addition and Renovation to the Residence of; Luis and Carrie Reynoso 325 Northeast 104 Street Miami Shores, Florida Folio No; 11 2136 013 0100 tl'o Ft �OSSRT J. i AR 92824 f •V ob rt J rry ara registration no, AR92824 State of Florida Rev NO. DATE DESCRIPTION A 07.23.1E Client Review 6 05.15.16 Site Plan Review C 10.22.16 Client Review 0 02.18.17 Issued for Permit THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY, THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS AND PERMITS ARE ATTAINED, sl �rNu�F� E-1 irlectrical Plan _ Scale: 1/4" = 1'-0" 0 21 41 81 121 EXISTING PANEL'A' a1CGt.r-iGG11 NOt.CB 1. Al electrical work shall comply with the latest editions National Electrical Code, Florida Building Code and all other applicable codes. 2. Electrical Contractor shall obtain all necessary and required permits and licenses for the work under this contract. 3. Electrical Contractor shall provide and maintain temporary power and light outlets for use by other trades. 4. Electrical Contractor shall provide all material and labor for the connection of equipment being installed under this contract by other trades. 5. Electrical Contractor shall visit the site and verify oil existing conditions. Notify Architect/Engineer in the case of a discrepancy. 6. Electrical Contractor shall be responsible for providing roof sleeves and proper flashing for all pipes crossing any roof and all required pipe wall sleeves inclusive of any required fire stopping through fire rated walls. 7. Cable and wire indicated on drawing shallbe THWN cooper. 75'C in sizes no. 14,12 And 10 awg; 90'C in sizes no. 8 and larger. 8. Conduit installed under ground shall be pvc schedule 40 u.o.n.. Conduit installed exposed to weather shall be IMC conduit, installed elsewhere shall be EMT.. Flexible conduit used where indicated shall be "seal-tite". The use of 'Romex' wire shall be approved by Owner prior to submitting bid and proceeding with work. 9. Generally outlet locations may be scaled with reasonable accuracy. Outlets shall be flush with finish surface. Two or more light switches in the some wall shall be installed in gang type boxes. 10, Junction boxes shall be galvanized steel with screw or hinged covers for indoor locations and weatherproof where exposed to weather or as Indicated in plans. 11. Electric Contractor shollperform allnecessary work for a complete electrical installation and shall provide all necessary instruments and special apparatus to conduct any test that shallbe required to insure the system is free of all improper grounds and short circuits. 12. Although drawings are usually to scale, the drawings ore diagrammatic; location of any equipment shallbe verified at the site unless otherwise noted on plans. 13. Electrical Contractor shall verify all wire and conduit sizes, and loads of equipment prior to proceeding with work and must make all necessary adjustments as required. Notify the Architect in the case of a discrepancy. EXISTING 200A meter and outdoor load center to be removed and replaced with NEW Nema 3R, O 120/240v, single phase, 300 amp rated meter can and load center combo coordinate re -installation of meter w/ power company NEW 2P-300A MCB for load center 'MP1' supply and install NEW Load Center Ponel'MP1' refer to ponelsched this sheet (2) NEW *1/0 cu. ground in 1" conduit to driven ground and C.W.P. MAN SERVICE CONDUCTOR - supply and install new (3) 300 KCMIL THHN underground In 3" diom power company approved ENT 300 amp service, verify route in field coordinate requirements of upgrade of existing service w/ power co. a14M4=t.ri4=Cn1 Riscr 14. Electrical Contractor shall provide and install all lighting fixtures and lamps as shown on drawings. Provide 10'/. (min 5 for interior and 3 for exterior) spare lamps of each type to Owner. 15. All electrical recepticals, switch plates and other wiring devices shall be by "Leviton." smooth white color to match background or approved equal. (stainless steel metal plates for exterior use). Submit sample to Architect for approval. 16. All circuits shallbe numbered and identified at the panel 17. Electrical outlets (recepticals and lighting) below base flood elevation shallbe installed at the highest permitted elevation and shallbe installed in separate independent circuits from those in the habitualareas. No appliances or related outlets shallbe installed below base flood elevation. 18. A/C compressors shallbe installed above base flood elevation. 19. Main circuit breaker panels shallbe located above base flood elevation. 20. It is suggested that you confer with Florida Power & Light to locate the electric meter (to comply with Federal Emergency Management Agency Requirements). 21, Bond panel to main as per N.E.C. 680. 22, Electrical Contractor shall prior to installation of rough electrical wiring, check and verify name plate data of all electrical equipment to obtain current wire sizes and over -current protection as per N.E.C. 240-21. 23. Upon completion of this work the Electrical Contractor shalltest the electrical system and shall guarantee oll work free from defects of workmanship and/or moterial for a period of one year from dote of acceptance, and shall also provide the Architect/Engineer with as built drawings showing all work installed. 23. Equipment intended to break current at fault levels shall have an interrupting rating sufficient for the nominal circuit voltage and the current that is available at the line terminals of the equipment. Equipment intended to break current at other than fault levels shollhave on interrupting rating at nominal circuit voltage sufficient for the current that must be interrupted. As per N.E.C.110-9. 24. The overcurrent protective devices, the total impedance, the component short-circuit withstand ratings, and other characteristics of the circuit to be protected shallbe so selected and coordinated as to permit the circuit protective devices that are used to clear a fault without the occurrence of extensive damage to the electrical components of the circuit. This fault shallbe assumed to be either between two or more of the circuit conductors, or between any circuit conductor and the grounding conductor or enclosing metal raceway. As per N.E.C. 110-10. EXISTING I I NEW (1) PANEL PANEL supply and install NEW 120/24OV, 1ph-3W,150 amp load center w/ 150 A MCB EXISTING 125 amp MLO load center to remain CONDUIT SCHEDULE (2) (1) VERIFY EXISTING 3 *2 CU 1*8 ground in 11/4" conduit replace as required (2) SUPPLY AND INSTALL 3 *1/0 THHN CU 1*6 ground in 11/2" conduit bond to CWP & Foundation Steel - coord in field NEW 2- 5/8 " DIA. BY 10'-0" DEEP DRIVEN ELECTRODES AS PER N.E.C.250-83, grounding electrode system shall comply w/ N.E.C. :GROUND 4"X10" x 1/4" Georgia Copper ground bar kit part No 010A or equal compression lugs (double lugs) to new Main CU ground bar TYP 1 #6 CU ground conductor to each existing low voltage system (telco, caTV, SAT) EXISTING APPLIANCES W SMALL APPLIANCE 4500 BATH OUTLET 1900 CEILING FAN 1500 REFRIGERATOR 1500 COOKTOP 8500 DISHWASHER 1500 DISPOSAL 400 HOOD 200 MICROWAVE 1900 DRYER 5000 WASHER 1500 AHU #1 PANEL B 7500 OVEN 6500 TOTAL= 42400 W DEMAND CALCULATION PANEL A TOTAL SQ FT = » GENERAL LIGHTING AND RECPT LOAD= 3W PER SQ. FT= ADDITIONAL LOADS = CONNECTED LOADS= FIRSTIOKW @ 100%= 28443 NEXT @ 40% = A/C LOADS = TOTAL DEMAND LOAD PLUS A/C LOAD = TOTAL DEMAND - 1181 3543 W 34900 W 38443 W 10000 W 11377 W 7500 W 28877.2 W 28877.2 W / 240V = 120.32 AMPS 120/240V NEW 200 AMP RATED'GENERAL ELECTRIC' 32 SPACE LOAD CENTER ISO AMP MCB 1PH, 3W PANEL 'L3' 22 KAIC LOAD LOAD A B A B DESCRIPTION WIREJCONDUIT C/B TRIP CKT C/BTRIP WIRE/CONDUIT DESCRIPTION GENERAL LGTS AND RECPT #12 / 1/2"C 1P-20A 12 1P-20A #12 / 1/2"C ` GENERAL LIGHTS/RECPT GENERAL LGTS AND RECPT #12 / 1/2"C 1P-20A 3 4 1P-20A #12 / 1/2"C '" GENERAL LIGHTS/RECPT GENERAL LGTS AND RECPT ' #12 / 1/2"C 1P-20A 56 iP-20A #12 / 1/2"C 1900 BATH OUTLET BATH OUTLET 1900 #12/1/2"C 1P-20A 78 2P-60A 3#6 / 1"C 6000 12kw TAN KLESS WTR HTR 12 kw TANKLESS WTR HTR 6000 346 i 111C 2P-60A 9 10 6000 6000 11 12 2P-20A 3#12 / 1/2"C 950 SPA/TUB PUMP SMOKE DETECTORS 500 #14 / 1/2"C 1P-15A 13 14 950 A/C COND #2 (1400) 3#12 / 1/2"C 2P-20A 15 16 2P-40A #8 / 3/4"C 2500 AHU #2 W/ 5KW HT STRPS (1400) 17 18 2500 (1400) 1920 iP-20A #12 J 1/2"C 500 FLOOD LIGHTS A/C COND #1 3#1a / 3/4"C 2P-35A (1400) 2122 2P-80A 3#4 / 1 1/4"C 1 7680 POOL PANEL CEILING FAN 1500 #12 / 1/2-C 1P-20A 23 24 7680 SPARE 1500 -- 1P-20A 25 26 SPACE SPARE 150o -- 1P-20A 27 28 SPACE SPACE 29 30 SPACE SPACE 31 32 SPACE 8000 1D900 SUR-TOTAL 19030 17630 DEMAND CALCULATION PANEL B TOTAL SQ FT = 1070 * GENERAL LIGHTING AND RECPT LOAD = 3W PER SQ. FT = 3210 W ADDITIONAL LOADS = 50560 W CONNECTED LOADS= 53770 W FIRST IOKW @ 100%= 10000 W 43770 W NEXT @ 40% = 17508 W 100%A/C LOADS= 5000 W TOTAL DEMAND LOAD PLUS A/C LOAD = 32508 W TOTAL DEMAND = 32508 W / 240V = 135.45 AMPS NOTE: ALL NEW RECEPTICALS SHALL BE TAMPER PROOF PER NEC PROVIDE ARC FAULT TYPE BREAKERS ALL TIGHT AND RECEPT CIRCS 120/240V NEW 300 AMP RATED'GE' METER W/ 12 SPACE LOAD CENTER 300 AMP MCB LPH,3W PANEL 'MP1' 22KAIC LOAD LOAD A B A B DESCRIPTION I WIRE/CONDUIT C/BTRIP CKT C/BTRIP WIRE/CONDUIT DESCRIPTION (El PANEL'A' 21200 3#2-1 1/4"C 2P-125A 1 2 6000 21200 34 6000 (2) 2P-50A 3#6 -1" C ea (E) TANKLESS WATER HEATER 27030 5 6 6000 NEW PANEL'B' 3#1/0-11/2"C 2P-150A 28530 78 6000 SPACE 9 10 SPACE SPACE 11 12 SPACE 48230 49730 SUB -TOTAL 12D00 12D00 TOTAL DEMAND CALCULATION for entire home TOTAL SQ FT = 2251 * GENERAL LIGHTING AND RECPT LOAD = 3W PER SQ. FT= 6753 W ELECTRICAL RE'Vh'-" PANEL MP1 ADDITIONAL LOADS = 109460 W �p`�t/�L� 7 (✓ CONNECTED LOADS ON PANEL'MP1' = 116213 W APPROVE DATE FIRST 8KW @ 100%= 8000 W 108213 NEXT @ 40% = 43285 W A/C LOADS PANEL B = 5000 W A/C LOADS PANEL A = PANEL B 7500 W TOTAL CONNECTED LOAD PLUS A/C LOAD = 63785 W TOTAL HOUSE DEMAND = 63785.2 W / 240V = 265,77 AMPS General Note: Any errors, ambiguities, and omissions in drawings and specifications shollbe reported to the architect for corrections before any part of the work is started. Unless expressly stipulated, no additional allowance will be made in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely manner. DO NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shall verify all dimensions and conditions. In the event of a conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project are the property of this Architect and are protected under the Copyright Protection Act. ,4/E�RW robert j lara Y G h I f- 5 G t U r P. M of rl am eri t Des*,yn 8450 sw 201 street cutler bay, florida 33189 754.264.4773 r lara@bellsouth.ne+ F'F 7�-C7DExr�IT ri1CDt An Addition and Renovation to the Residence of: Luis and Carrie Reynoso 325 Northeast 104 Street Miami Shores, Florida Folio No: 11 2136 013 0100 RFV NO. DATE DESCRIPTION A 07.23.IE Client Review B 05.15.16 Site Plan Review C 10,22.16 Client Review 0 02.16.17 Issued for Permit THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY. THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS AND PERMITS ARE ATTAINED, 5� VA E-2 TYPICAL SHOWER NOTE contractor shall install Owner selected shower fixtures and lines as per Manuf Specs MASTER BATH - one (1) hand held shower + hose w/ controller - (2) shower heads - (2) non -scald shower mixing valves WATER HEATER SPEC STIEBEL ELTRON TEMPRA SERIES 12KW Elec. Tankless water heater EF= 0.99 recessed in wall and installed per manuf instructions WATER FLOW RATES AND CONSUMPTION All plumbing fixtures, fittings and appliances shall comply with maximum water consumption flow rates and quantities as follows: Lavatory Faucet ........................ 1.0 GPM at 60 PSI Shower Head/Sprayer ............... 1.5 GPM at 80 PSI Sink Faucet .............................. 1.0 GPM at 60 PSI Water Closet ............................ 1.28 Gallons per flushing cycle) Dishwasher ............................... 6.5 Gallons per Cycle Clothes Washing Machine ......... Water factor of 8 or lower New Pool under separate permit 1/2" copper to HB outside provide backflow - preventer all new bibbs typ (1) Deck (0 Kitchen no work performed I (C) Dining (N) Covered Cniry New lower Deck outdoor shower - w/ shower valve 4 I 1 replace existing meter 1 to 2" water meter %� NEW 11/4" coppery i main water line to replace existing ! � T ,r linear12" wide odrain .<�, zm k6idr. 4" W - 3/4" cop per Eq T&P relief line tankless water heaterin wall TYP IE in recessed boxJ hammer - see spec this sht 1" cold I' rrestors New Master Both 1/2" hat ' at c 311! 11/2" lav 11/2" lov'! C. I 2" ; 2" vent i New Maser Bedroom NOTE: I i i all water lines located in attic space all hot water lines shall i be insulated -TYP i NOTE ! Horizontal drainage piping shall be i installed in uniform slope of 1/4"per ft max for 2.5' and less — — anP/8"per Tffar 3- oamore peg — — i 3005.3 FBC -R ! (�) Living Rm (1) Den q if I _tl - II 4" II ' non -scald i 2„ vent shower valve) Ti linear shower dr! remove11/2" lov 41, INC g , , ME, 4,ater main cut -of a hammer— \-'`tankless water heater arrestors in recessed box at h•c ! - see spec this sht (C) Bedroom #1 ;"'—existing. main line locate In field no work 0 (1) Bedroom #2 non -scald shower valve TYP of 2 shower .D4------------------------ I NEW main water 114 ball valve cut-off Va trust block NEW 11/4" main copper water line NEW 11/4" main copper water line tap to existing C.o. t 4„ IV 3/4" copper 11/2" ppvc s for T&P relit below slob General Note: Any errors, ambiguities, and omissions in drawings and specifications shallbe reported to the architect for corrections before any part of the work is started. Unless expressly stipulated, no additional allowance will be made in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely manner. DO NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shall verify all dimensions and conditions. In the event of ❑ conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project are the property of this Architect and are protected under the Copyright Protection Act. 7411F_TAW robert j lara A Y G h I t e G t U r e Mom (a'j e m e n t Des111�0ri 8450 sw 201 street cutler bay, florida 33189 754.264,4773 r—lara@bellsouth.net An Addition and Renovation to the Residence of: Luis and Carrie Reynoso 325 Northeast 104 Street Miami Shores, Florida Folio No: 11 2136 013 0100 r'w .r f_- �f �, ERT J.14 �i AR 92824 VRobenlerl� Lara registration no, AR92824 State of Florida RF_K- NO. DATE DESCRIPTION A 07.23.lE Client Review B 05.15.16 Slte Plan Review C 10.22.16 Client Review 0 02.16.17 Issued for Permit THESE PLANS ARE FOR BUILDING DEPARTMENT REVIEW ONLY, THEY ARE NOT TO BE CONSTRUED AS CONSTRUCTION DOCUMENTS UNTIL ALL BUILDING DEPARTMENT APPROVALS AND PERMITS ARE ATTAINED. [)lumbin� flan Scdle: 1/4" = 1'-0" 0 2' 41 81 121 4" tap to EXISTING Septic Tank locate exact tap in field P-1 NOTE: 1- Provide min 4" clearance unit to drywall 2- Provide overflow switch to shut down the unit refer to door schedule for spec insulated (R=4.0) refrig and suction line ` refer to cond trap detail disconnect attached below unit or integrated as port of AHU (facing door) coordinate interference w/manuf seamless 18 ga. stainless steel or galvanized auxiliary drain pan, where noted on plans 4" high and 4" beyond size of AHU mechanically attach supply duct plenum cant seal @ perimeter of duct to drywall drywall ceiling air handing UNIT (see sheets M-1 for location and spec) sound insulation 3 _sides of unit or as shown on plans. provide track for removable filter (coord. w/ manuf.) galvanized metalprefob stand spring type vibration isolations between unit and stand (typ) NOTE COMPLY WITH FLORIDA MECHANICAL CODE closet mount AHU detail REQUIREMENTS. (FBCR-M 1601.4.1.6) N.T.S. seamless 18 ga. stainless steel or galvanized auxiliary drain pan, mounted to floor where noted on plans 4" high and 4" beyond size of AHU 1/4 " diameter hole in top of cap for vent 1 1/2 " condensation drain pipe - refer to plans -- for route cleanout 2" min. WITH AUXILLARY PAN AHU unit / \ \ OC y \ 3/4" auxillor Y / CU drain �� where noted on sweat connection plans or adapter � Ufilf�fi 1 1/2 " PVC cleanout plug cap running trap detail M. exhaust pipe detail N.T.S. A/C Cond Unit L2 X 2 X 3" long 16 gauge metal goly clip - typ of 4 odd (2) 1/4" x 1" stainless self tapping screws to unit and (1) stainless 3/8" wedge exp anchor bolt 2 1/2 into cone pad each clip concrete pad or precast stoop A/C Cond Unit Detail N.T.S. Tankless Electric Water Heater recessed in accessible box i 3/4" T&P relief valve drain to air gap assembly b I 1 3/4" T&P I it relief line directly to outside 3/4'' hot water outlet line .exhauster w/ rain cap round metal duct strapped properly to roof structure pack w/ insulation or equal to prevent asphalt dripage where hot mopped typical roof construction refer to roofing specs tension ring & seal exhaust duct (refer hvoc plan) tonkless heater to be installed per manuf instructions check valve (backflow preventor) and cut-off ball valve NOTE: install hammer arrestors on H and C lines 3/4" cold water suoDly line IEI 3/4" ballvalve ?--,j 3/4" check valve FRI Boiler Drain Valve 3/4" union k pressure relief valve Mixing Valve NTS less Heater Detai copper or lead sleeve w/ flange .pvc vent thru roof pack w/ insulation or equal to prevent asphalt dripage where hot mopped typical roof construction refer to roofing specs vent pipe detail BATH TUB COMPLIANCE The waste outlet shall be equipped with an approved stopper. The whirlpool pump shall be located above the weir of the fixture trap Windows and doors within a bathtub enclosure shall conform to the safety glazing requirements and shall be Category II tempered safety glass minimum. Doors within a bathtub enclosure shall conform to ASME A112.19.15. Access shall be provided to circulation pumps in accordance with the fixture or pump manufacturer?s installation instructions, or as noted on drawings. The access opening shall be unobstructed and of the size necessary to permit the removal and replacement of the circulation pump. SHOWER/TUB FIXTURE COMPLIANCE Hand-held showers shall conform to ASME A112.18.1 or CSA B125.1. Hand-held showers shall provide backflow protection in accordance with ASME A112.18.1 or CSA B125.1 or shall be protected against backflow by a device complying with ASME Al12.18.3. Individual shower and tub -shower combination valves shall be balanced -pressure, thermostatic or combination balanced-pressure/thermostatic valves that conform to the requirements of ASSE 1016 or ASME A112.18.1/CSA B125.1 and shall be installed at the point of use. Shower and tub -shower combination valves required by this section shall be e Lipped with a means to limit the maximum setting of the valve to 120°F (49°C,I, which shall be field adjusted in accordance with the manufacturer?s instructions. In -line thermostatic valves shall not be utilized. The hot water supplied to bathtubs and whirlpool bathtubs shall be limited to a maximum temperature of 120°F (49°C) by a water -temperature limiting device that conforms to ASSE 1070 or CSA 3125.3, except where such protection is otherwise provided by a combination tub/shower valve in accordance with Section 424.3. SHOWER LINER COMPLIANCE Floors under shower compartments, except where prefabricated receptors have been provided, shall be lined and made water tight utilizing material complying with Sections 417.5.2.1 through 417.5.2.5 F- - Plumbing, Such liners shall turn up on all sides at least 2 inches (51 mm) above the finished threshold level. Liners shall be recessed and fastened to an approved backing so as not to occupy the space required for wall covering, and shall not be nailed or perforated at any point less than 1 inch (25 mm) above the finished threshold. Liners shall be pitched one-fourth unit vertical in 12 units horizontal (2-percent slope) and shall be sloped toward the fixture drains and be securely fastened to the waste outlet at the seepage entrance, making a water -tight joint between the liner and the outlet. The completed liner shall be tested in accordance with Section 312.9. SHOWER COMPARTMENT COMPLIANCE The wall area above built-in tubs with installed shower heads and in shower compartments shall be constructed of smooth, noncorrosive and nonabsorbent waterproof materials to ceiling height above the room floor level, Such walls shall form a water -tight joint with each other and with either the tub, receptor or shower floor. The shower compartment access and egress opening shall have a minimum clear and unobstructed finished width of 22 inches (559 mm). Floor surfaces shall be constructed of impervious, noncorrosive, nonabsorbent and water -proof materials. CLOTHES WASHER COMPLIANCE The water supply to an automatic clothes washer shall be protected against backflow by on air gap installed integrally within the machine conforming to ASSE 1007 or with the installation of a backflow preventer - Coordinate with machine supplied by Owner. The waste from on automatic clothes washer shall discharge through an air break into a standpipe in accordance with Section 802.4 FBC-P. " .\/.'g::1..C.. N®t4a8 1. All duct sizes shown on drawings shallbe interpreted as clear inside dimensions. (submit shop drawings) 2. Duct work shallbe fiberglass heavy duty type 800 fr., tested to 6,000 fpm without any trace of fiber erosion. Fabrication shall follow SMACNA standards. 3. Mechanical Contractor shall verify all space conditions at job site prior to fabrication of ductwork and purchase of air conditioning equipment. Equipment and system components shall comply with the latest edition of the National Fire Protection Association, the Florida Building Code. All ductwork fabrication, all equipment provided and their respective installations shall comply with all local codes having jurisdiction, as enforced by the local building officials. Mechanical Contractor shall verify operating condition and voltages prior to ordering equipment, and commencing work. Notify the Owner of any deficiency that could possibly delay or affect the completion of the work. 4. Mechanical Contractor shallbe responsible for attaining and paying for all permits related to scope of work and guarantee all work free from defects of workmanship and/or material including equipment, for a period of one year from date of acceptance. 5. Placement of air distribution devices shallbe coordinated with Architects electrical plan and room elevations. 6. Mechanical Contractor shall coordinote his work with all trades 7. Tie down condensing units to withstand hurricane force winds with minimum 3/8" x 4" expansion bolts 8. Refrigerant lines shallbe sized and installed in strict accordance with compressor manufacturers recommendations. Use hard drawn type "L" copper tubing with silver solder and wrought copper fitting. Provide liquid -moisture sight glass and filter -dryer for each liquid line. Install globe shut-off valves for each refrigerant circuit at the condensing unit. 9. Insulate suction line. Provide proper weather -proofing to suction lines running outdoors. 10. Mechanical Contractor shallbe responsible for providing wall and roof sleeves and proper flashing for all pipes crossing any roof and all required pipe wall sleeves inclusive of any required fire stopping through fire rated walls. 11. Altair conditioning systems shallbe subjected to operating tests and air balancing as required to demonstrate the acceptability to the Owner. 12. Mech Contractor shall provide A/C condensation drain to all air handler units to be discharged to outside. Use 11/2 " pvc line 13. Minimum duct insulation shallbe R=6.0 unless otherwise noted Ptur-e-nbir1ca Notcs 1. All work under this contract shall comply with the latest edition of the FBC's Plumbing Code, and all applicable local ordinances. 2. All permits, connections and inspection fees shall be the responsibility of the Plumbing Contractor. 3. All products shall be new, free from defects, indelibly marked with name of manufacturer, weight and/or class. 4. Plumbing Contractor shall verify all dimensions, spaces and conditions prior to fabrication and installation of equipment and material. Plumbing Contractor shall coordinate all his work carefully with structural, mechanical and electrical trades. Any discrepancies in the drawing or field coordination problems shallbe brought to the attention of Architect/Engineer before commencement of work. 5. Plumbing Contractor shall guarantee all work free from defects of workmanship and/or material for a period of one year from date of acceptance. 6. Plumbing fixtures: A. Color is as selected/approved by Owner prior to purchase unless otherwise stated on plans. B. Plumbing Contractor shall submit shop drawings of manufacturer for approval prior to purchase. C. Plumbing Contractor shall provide an Allowance in their bid for all plumbing fixtures and accessories unless otherwise instructed by Owner. 8. Sanitary sewer: provide D.W.V. PVC pipe and fittings, Schedule 40. Condensate drain provide DWV-PVC pipes and fittings, Schedule 40. All sanitary storm, and condensate drain lines shallbe sloped a minimum of 1/8 inch per foot if pipe is 3"-6" diam. And 1/4 " per foot if less than 2" diam. pipe., unless otherwise noted. 9. Fixture drainage arms 2" and smaller shall be DWV-PVC or DWV-copper. 10. Water pipe: A. Above grade: copper type L. B. Below grade: copper type K or L painted with bitumostic. C. Provide copper sweat fitting and 95/5 wire solder. 11. Pressure and temperature relief lines shallbe copper type M. 12. Dissimilar metals shallnot come in contact with each other. When necessary to connect cop pipe to iron or steel pipe use dielectric coupling. Iron or steel caps and plugs shall not be used fa94 in copper pipe. Avoid copper pipe contact with steel reinforcing rods, joints, studs, angles, channels, and beams, by wrapping with felt wired in place. Brass valves used in iron or steelpip x? shallbe installed with dielectric coupling in each side. Iuggvk 13. Provide anti -siphon device at water heater to comply with FBC-plumbing. Provide a scald preventative valve at showers to comply with FBC-plumbing. 14. Provide 1/2 inch cu. line (cw and hw) with angle stop for each fixture, and provide 1/4 to full port ball shutoff valves at each fixture. Provide on air chamber at hot and cold of each - fixture. .. a- 15. Hose bibbs shall be protected w/ anti siphon preventors and sholl comply with FBC.-plumbing 16. Plumbing Contractor shall be responsible for providing roof sleeves and proper flashing for all pipes crossing any roof and all required pipe wall sleeves inclusive of any required fire stopping through fire rated walls. General Note: Any errors, ambiguities, and omissions in drawings and specifications shallbe reported to the architect for corrections before any part of the work is started. Unless expressly stipulated, no additional allowance will be made in the contract and/or manufacturer's favor or by virtue of errors, ambiguities and/or omissions which should have been discovered during the preparation of the bid estimate and directed to our attention in a timely manner. DO NOT SCALE DRAWINGS. Use figured dimensions only. Contractor shall verify all dimensions and conditions. In the event of a conflict, notify the Designer before proceeding with the work. The Design and Drawings for this project are the property of this Architect and are protected under the Copyright Protection Act. A& robert j lara A r o h i t e c� t U r e Mctn0t9ement Des111111`9n 8450 sw 201 street cutler bay, flonda 33189 754.264.4773 r lara@bellsouth,Iieka° .... •e°° Jm. � cTnF�,(_-Trff t An Addition and Renovation to the Residence of; Luis and Carrie Reynoso 325 Northeast 104 Street Miami Shores, Florida Folio No; 11 2136 013 0100 �Q��OF FL .............„,. O, QUO �;`PO®ERT J. �� % 't AR 92824 Robert Jerry oio registration no. AR92824 State of Florida Rev d NO. DATE. DESCRIPTION A 07.23.1E Client Review B- 05.15.16 SIJ e Plan Review 10.22.16 " r-lient Review 0 02J8.17 I51ued For Permit THESE PLANS 'ARE FOR BUILDING DEPARTMENT REVIEW ONLY, THEY ARE NOT TO BE CONSTRUED AS CONSTRUt ,DOCUMENTS UNTIL ALL BUILDING 'DEPARTMENT #PPbVALS AND PERMITS ARE ATTAINED, [id �wW APPROVED MIAMI-DADE COUNTY HEALTH DEPARTMENT PERMIT 1: DATE: Z- lo For --la Hoodth Mlaml-Dade Co�rTty 0,STD.S. & Jell Flroc m Apo 1 Z':�u 23 a�—E, Slgn�uare _ _- �--- { WASD NEW Reviewed SPECIAL INSPEgQR REQUIRED FAR T H1S PERMIT APPROVI 6J DTVTSTON OF FNVIR,)NMENTNL uF.SOURCES �NAC DIVISION Required ORD. LETTER 6"5 Required Not Required ^THERTL ar2 6 2- e d 7